4#楼结构计算书正文

'兴国·锦绣康城4号楼一、荷载取值（1）风荷载：基本风压均为0.30KN/m2，场地地面粗糙度B类。（2）楼屋面活荷载：①楼梯等公共区域主要使用荷载：消防疏散楼梯、电梯前室：3.5KN/m2人群密集场所：3.5KN/m2②住宅主要使用荷载：客厅、餐厅、卫生间：2.0KN/m2阳台：2.5KN/m2不上人屋面：0.5KN/m2一般上人屋面：2.0KN/m2塔楼主要附加装修荷载(含顶板抹灰或吊顶)：住宅：2.0KN/m2设备用房：1.5KN/m2l其余有关使用荷载均按《建筑结构荷载规范》（GB50009-2012）及建设方提供的荷载资料取用。（3）楼屋面恒荷载（板厚根据实际选取）：①一般楼面恒荷载计算基本原则：板自重+面层+建筑构造层+回填材料+板底荷载l面层：木地板：0.7KN/m2花岗石：1.5KN/m2面砖：1.0KN/m2l板底荷载：抹灰或吊顶：0.5KN/m2暖通管道：1.0KN/m2l回填材料：炉渣混凝土：14KN/m3陶粒混凝土：10KN/m3回填材料填充高度以完成面标高—板面标高控制。②一般楼屋面荷载详电算资料荷载统计：KN/m2（4）梁上线荷载计算原则：l计算梁上线载时墙高度按层高减梁高（板厚）计算。l铁花栏杆线荷载统一取3.0KN/m，当有局部混凝土栏板时取5.0KN/m。l门洞部位线荷载：两侧仅有墙垛时，取2.0KN/m；两侧有大面积墙体时，取0.8倍整墙线荷载。l窗洞部位线荷载：两侧仅有墙垛时，取4.0KN/m；两侧有大面积墙体时，取0.85倍整墙线荷载；若为大面积阳光窗，则取0.6倍整墙线荷载。l直接搁置于楼板上的隔墙采用隔墙总重量按楼板范围内的面荷载进行折算。l玻璃幕墙按1.0KN/m2计算。二、计算信息（一）1~45轴1．结构设计信息///////////////////////////////////////////////////////////////////////////|公司名称:||||建筑结构的总信息||SATWE中文版||2012年7月20日16时15分||文件名:WMASS.OUT||||工程名称:设计人:||工程代号:校核人:日期:2013/11/12|///////////////////////////////////////////////////////////////////////////总信息..............................................结构材料信息:钢砼结构混凝土容重(kN/m3):Gc=27.00钢材容重(kN/m3):Gs=78.00水平力的夹角(Degree)ARF=0.00地下室层数:MBASE=0竖向荷载计算信息:按模拟施工1加荷计算风荷载计算信息:计算X,Y两个方向的风荷载地震力计算信息:计算X,Y两个方向的地震力“规定水平力”计算方法:楼层剪力差方法(规范方法)结构类别:剪力墙结构裙房层数:MANNEX=1转换层所在层号：MCHANGE=0嵌固端所在层号：MQIANGU=1墙元细分最大控制长度(m)DMAX=1.00弹性板与梁变形是否协调是墙元网格:侧向出口结点是否对全楼强制采用刚性楼板假定是地下室是否强制采用刚性楼板假定:是墙梁跨中节点作为刚性楼板的从节点是计算墙倾覆力矩时只考虑腹板和有效翼缘否采用的楼层刚度算法层间剪力比层间位移算法结构所在地区全国110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼风荷载信息..........................................修正后的基本风压(kN/m2):WO=0.30风荷载作用下舒适度验算风压(kN/m2):WOC=0.20地面粗糙程度:B类结构X向基本周期（秒）:Tx=1.63结构Y向基本周期（秒）:Ty=1.76是否考虑顺风向风振:是风荷载作用下结构的阻尼比(%):WDAMP=5.00风荷载作用下舒适度验算阻尼比(%):WDAMPC=2.00是否计算横风向风振:否是否计算扭转风振:否承载力设计时风荷载效应放大系数:WENL=1.00体形变化分段数:MPART=1各段最高层号:NSTi=20各段体形系数:USi=1.30地震信息............................................振型组合方法(CQC耦联;SRSS非耦联)CQC计算振型数:NMODE=18地震烈度:NAF=6.00场地类别:KD=II设计地震分组:一组特征周期TG=0.35地震影响系数最大值Rmax1=0.04用于12层以下规则砼框架结构薄弱层验算的地震影响系数最大值Rmax2=0.28框架的抗震等级:NF=4剪力墙的抗震等级:NW=4钢框架的抗震等级:NS=4抗震构造措施的抗震等级:NGZDJ=不改变重力荷载代表值的活载组合值系数:RMC=0.50周期折减系数:TC=0.90结构的阻尼比(%):DAMP=5.00中震(或大震)设计:MID=不考虑是否考虑偶然偏心:是是否考虑双向地震扭转效应:是按主振型确定地震内力符号:否斜交抗侧力构件方向的附加地震数=0活荷载信息..........................................考虑活荷不利布置的层数从第1到20层柱、墙活荷载是否折减折算传到基础的活荷载是否折减折算考虑结构使用年限的活荷载调整系数1.00------------柱，墙，基础活荷载折减系数-------------计算截面以上的层数---------------折减系数11.002---30.854---50.706---80.659---200.60>200.55调整信息........................................梁刚度放大系数是否按2010规范取值：是托墙梁刚度增大系数：BK_TQL=1.00梁端弯矩调幅系数：BT=0.85梁活荷载内力增大系数：BM=1.00连梁刚度折减系数：BLZ=0.60梁扭矩折减系数：TB=0.40全楼地震力放大系数：RSF=1.000.2Vo调整分段数：VSEG=1第1段起始和终止层号：KQ1=1,KQ2=180.2Vo调整上限：KQ_L=2.00框支柱调整上限：KZZ_L=5.00顶塔楼内力放大起算层号：NTL=0顶塔楼内力放大：RTL=1.00框支剪力墙结构底部加强区剪力墙抗震等级自动提高一级:是实配钢筋超配系数CPCOEF91=1.15是否按抗震规范5.2.5调整楼层地震力IAUTO525=1弱轴方向的动位移比例因子XI1=0.00强轴方向的动位移比例因子XI2=0.00是否调整与框支柱相连的梁内力IREGU_KZZB=0薄弱层判断方式：按高规和抗规从严判断强制指定的薄弱层个数NWEAK=0薄弱层地震内力放大系数WEAKCOEF=1.25强制指定的加强层个数NSTREN=0配筋信息........................................梁箍筋强度(N/mm2):JB=270柱箍筋强度(N/mm2):JC=270墙水平分布筋强度(N/mm2):FYH=270墙竖向分布筋强度(N/mm2):FYW=270110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼边缘构件箍筋强度(N/mm2):JWB=270梁箍筋最大间距(mm):SB=100.00柱箍筋最大间距(mm):SC=100.00墙水平分布筋最大间距(mm):SWH=150.00墙竖向分布筋配筋率(%):RWV=0.30结构底部单独指定墙竖向分布筋配筋率的层数:NSW=0结构底部NSW层的墙竖向分布配筋率:RWV1=0.60梁抗剪配筋采用交叉斜筋时箍筋与对角斜筋的配筋强度比:RGX=1.00设计信息........................................结构重要性系数:RWO=1.00柱计算长度计算原则:有侧移梁端在梁柱重叠部分简化:不作为刚域柱端在梁柱重叠部分简化:不作为刚域是否考虑P-Delt效应：否柱配筋计算原则:按单偏压计算按高规或高钢规进行构件设计:是钢构件截面净毛面积比:RN=0.50梁保护层厚度(mm):BCB=20.00柱保护层厚度(mm):ACA=20.00剪力墙构造边缘构件的设计执行高规7.2.16-4:是框架梁端配筋考虑受压钢筋:是结构中的框架部分轴压比限值按纯框架结构的规定采用:否当边缘构件轴压比小于抗规6.4.5条规定的限值时一律设置构造边缘构件:是是否按混凝土规范B.0.4考虑柱二阶效应:否荷载组合信息........................................恒载分项系数:CDEAD=1.20活载分项系数:CLIVE=1.40风荷载分项系数:CWIND=1.40水平地震力分项系数:CEA_H=1.30竖向地震力分项系数:CEA_V=0.50温度荷载分项系数:CTEMP=1.40吊车荷载分项系数:CCRAN=1.40特殊风荷载分项系数:CSPW=1.40活荷载的组合值系数:CD_L=0.70风荷载的组合值系数:CD_W=0.60重力荷载代表值效应的活荷组合值系数:CEA_L=0.50重力荷载代表值效应的吊车荷载组合值系数:CEA_C=0.50吊车荷载组合值系数:CD_C=0.70温度作用的组合值系数:仅考虑恒载、活载参与组合:CD_TDL=0.60考虑风荷载参与组合:CD_TW=0.00考虑地震作用参与组合:CD_TE=0.00砼构件温度效应折减系数:CC_T=0.30剪力墙底部加强区的层和塔信息.......................层号塔号1121用户指定薄弱层的层和塔信息.........................层号塔号用户指定加强层的层和塔信息.........................层号塔号约束边缘构件与过渡层的层和塔信息...................层号塔号类别11约束边缘构件层21约束边缘构件层31约束边缘构件层**********************************************************各层的质量、质心坐标信息**********************************************************层号塔号质心X质心Y质心Z恒载质量活载质量附加质量质量比(m)(m)(t)(t)2010.2413.97361.50090.01.20.00.861910.2053.82758.50093.811.80.00.10181-0.8484.47756.1001044.864.20.01.14171-0.8964.46653.100897.472.20.01.00161-0.8964.46650.100897.472.20.01.00151-0.8964.46647.100897.472.20.01.00110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼141-0.8964.46644.100897.472.20.01.00131-0.8964.46641.100897.472.20.01.00121-0.8964.46638.100897.472.20.01.00111-0.8964.46635.100897.472.20.01.00101-0.8964.46632.100897.472.20.01.0091-0.8964.46629.100897.472.20.01.0081-0.8964.46626.100897.472.20.01.0071-0.8964.46623.100897.472.20.01.0061-0.8964.46620.100897.472.20.01.0051-0.8964.46617.100897.472.20.01.0041-0.8944.49614.100899.772.20.01.0031-0.8944.49611.100899.772.20.01.0021-0.8944.4958.100900.372.20.00.5711-1.4500.6605.1001611.1104.90.01.00活载产生的总质量(t):1338.071恒载产生的总质量(t):17205.834附加总质量(t):0.000结构的总质量(t):18543.904恒载产生的总质量包括结构自重和外加恒载结构的总质量包括恒载产生的质量和活载产生的质量和附加质量活载产生的总质量和结构的总质量是活载折减后的结果(1t=1000kg)**********************************************************各层构件数量、构件材料和层高**********************************************************层号(标准层号)塔号梁元数柱元数墙元数层高累计高度(混凝土/主筋)(混凝土/主筋)(混凝土/主筋)(m)(m)1(1)1317(30/360)12(40/360)144(40/360)5.1005.1002(2)1221(30/360)0(30/360)144(40/360)3.0008.1003(2)1221(30/360)0(30/360)144(40/360)3.00011.1004(2)1221(30/360)0(30/360)144(40/360)3.00014.1005(3)1225(30/360)0(30/360)144(35/360)3.00017.1006(3)1225(30/360)0(30/360)144(35/360)3.00020.1007(3)1225(30/360)0(30/360)144(35/360)3.00023.1008(4)1225(30/360)0(30/360)144(30/360)3.00026.1009(4)1225(30/360)0(30/360)144(30/360)3.00029.10010(4)1225(30/360)0(30/360)144(30/360)3.00032.10011(4)1225(30/360)0(30/360)144(30/360)3.00035.10012(4)1225(30/360)0(30/360)144(30/360)3.00038.10013(4)1225(30/360)0(30/360)144(30/360)3.00041.10014(4)1225(30/360)0(30/360)144(30/360)3.00044.10015(4)1225(30/360)0(30/360)144(30/360)3.00047.10016(4)1225(30/360)0(30/360)144(30/360)3.00050.10017(4)1225(30/360)0(30/360)144(30/360)3.00053.10018(5)1226(30/360)0(30/360)145(30/360)3.00056.10019(6)121(30/360)0(30/360)16(30/360)2.40058.50020(7)124(30/360)0(30/360)12(30/360)3.00061.500**********************************************************风荷载信息**********************************************************层号塔号风荷载X剪力X倾覆弯矩X风荷载Y剪力Y倾覆弯矩Y20123.6723.771.018.7218.756.219118.4042.1172.017.4436.2142.918195.92138.0586.098.99135.1548.417193.19231.21279.596.17231.31242.316190.46321.62244.493.36324.72216.415187.73409.43472.590.54415.23462.014184.99494.44955.687.72502.94970.913182.22576.66685.484.86587.86734.312179.41656.08653.481.97669.88743.611176.55732.510851.079.01748.810989.9110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼10173.62806.213269.575.99824.813464.29170.60876.815899.872.87897.616157.18167.46944.218732.569.63967.319058.97164.171008.421757.766.241033.522159.56160.691069.124964.962.651096.225448.05156.961126.028343.058.801155.028912.94152.891178.931879.854.601209.632541.63148.341227.335561.649.911259.536320.12145.441272.739379.746.921306.440239.31180.761353.546282.576.581383.047292.5===========================================================================各楼层偶然偏心信息===========================================================================层号塔号X向偏心Y向偏心110.050.05210.050.05310.050.05410.050.05510.050.05610.050.05710.050.05810.050.05910.050.051010.050.051110.050.051210.050.051310.050.051410.050.051510.050.051610.050.051710.050.051810.050.051910.050.052010.050.05===========================================================================各楼层等效尺寸(单位:m,m**2)===========================================================================层号塔号面积形心X形心Y等效宽B等效高H最大宽BMAX最小宽BMIN111020.88-1.420.3532.0233.0333.6231.4021691.50-0.814.6426.8328.4828.5026.8131691.50-0.814.6426.8328.4828.5026.8141691.50-0.814.6426.8328.4828.5026.8151691.50-0.814.6426.8328.4828.5026.8161691.50-0.814.6426.8328.4828.5026.8171691.50-0.814.6426.8328.4828.5026.8181691.50-0.814.6426.8328.4828.5026.8191691.50-0.814.6426.8328.4828.5026.81101691.50-0.814.6426.8328.4828.5026.81111691.50-0.814.6426.8328.4828.5026.81121691.50-0.814.6426.8328.4828.5026.81131691.50-0.814.6426.8328.4828.5026.81141691.50-0.814.6426.8328.4828.5026.81151691.50-0.814.6426.8328.4828.5026.81161691.50-0.814.6426.8328.4828.5026.81171691.50-0.814.6426.8328.4828.5026.81181691.50-0.814.6426.8328.4828.5026.8119148.480.213.816.537.407.406.5320145.600.003.806.007.607.606.00===========================================================================各楼层的单位面积质量分布(单位:kg/m**2)===========================================================================层号塔号单位面积质量g[i]质量比max(g[i]/g[i-1],g[i]/g[i+1])111680.861.20211406.501.00311405.561.00411405.561.00511402.271.00611402.271.00711402.271.00811402.271.00911402.271.001011402.271.001111402.271.001211402.271.001311402.271.001411402.271.001511402.271.00110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1611402.271.001711402.271.001811603.791.141912178.541.362012000.391.00===========================================================================计算信息===========================================================================计算日期:2013.11.12开始时间:19:52:48可用内存:1953.00MB第一步:数据预处理第二步:计算每层刚度中心、自由度、质量等信息第三步:地震作用分析第四步:风及竖向荷载分析第五步:计算杆件内力结束日期:2013.11.12时间:19:57:38总用时:0:4:50===========================================================================各层刚心、偏心率、相邻层侧移刚度比等计算信息FloorNo:层号TowerNo:塔号Xstif，Ystif:刚心的X，Y坐标值Alf:层刚性主轴的方向Xmass，Ymass:质心的X，Y坐标值Gmass:总质量Eex，Eey:X，Y方向的偏心率Ratx，Raty:X，Y方向本层塔侧移刚度与下一层相应塔侧移刚度的比值(剪切刚度)Ratx1，Raty1:X，Y方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值或上三层平均侧移刚度80%的比值中之较小者Ratx2，Raty2:X，Y方向本层塔侧移刚度与上一层相应塔侧移刚度90%、110%或者150%比值110%指当本层层高大于相邻上层层高1.5倍时，150%指嵌固层RJX1，RJY1，RJZ1:结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)RJX3，RJY3，RJZ3:结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)===========================================================================FloorNo.1TowerNo.1Xstif=0.9346(m)Ystif=3.1548(m)Alf=0.0009(Degree)Xmass=-1.4500(m)Ymass=0.6598(m)Gmass(活荷折减)=1820.8311(1715.9485)(t)Eex=0.1611Eey=0.2305Ratx=1.0000Raty=1.0000Ratx1=1.6626Raty1=1.7756Ratx2=1.3190Raty2=1.4086薄弱层地震剪力放大系数=1.00RJX1=3.6962E+07(kN/m)RJY1=5.3517E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=4.3977E+06(kN/m)RJY3=4.6470E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=8.6229E+05(kN/m)RJY3/H=9.1117E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.2TowerNo.1Xstif=0.6410(m)Ystif=3.1943(m)Alf=0.0221(Degree)Xmass=-0.8938(m)Ymass=4.4954(m)Gmass(活荷折减)=1044.8326(972.5881)(t)Eex=0.1003Eey=0.1213Ratx=1.3412Raty=1.3530Ratx1=1.8128Raty1=1.8944Ratx2=1.4125Raty2=1.4734薄弱层地震剪力放大系数=1.00RJX1=4.9574E+07(kN/m)RJY1=7.2408E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=3.7788E+06(kN/m)RJY3=3.7387E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=1.2596E+06(kN/m)RJY3/H=1.2462E+06(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.3TowerNo.1Xstif=0.6406(m)Ystif=3.1908(m)Alf=0.0009(Degree)Xmass=-0.8936(m)Ymass=4.4955(m)Gmass(活荷折减)=1044.1846(971.9400)(t)Eex=0.1002Eey=0.1215Ratx=0.9974Raty=0.9970Ratx1=1.6045Raty1=1.7234Ratx2=1.2913Raty2=1.3404薄弱层地震剪力放大系数=1.00RJX1=4.9444E+07(kN/m)RJY1=7.2192E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.9726E+06(kN/m)RJY3=2.8193E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=9.9085E+05(kN/m)RJY3/H=9.3978E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.4TowerNo.1Xstif=0.6416(m)Ystif=3.1885(m)Alf=0.0009(Degree)Xmass=-0.8936(m)Ymass=4.4955(m)Gmass(活荷折减)=1044.1846(971.9400)(t)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Eex=0.1003Eey=0.1217Ratx=1.0000Raty=1.0000Ratx1=1.5075Raty1=1.6327Ratx2=1.2430Raty2=1.3120薄弱层地震剪力放大系数=1.00RJX1=4.9444E+07(kN/m)RJY1=7.2192E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.5578E+06(kN/m)RJY3=2.3371E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=8.5261E+05(kN/m)RJY3/H=7.7903E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.5TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=0.9692Raty=0.9285Ratx1=1.4409Raty1=1.5107Ratx2=1.2080Raty2=1.2464薄弱层地震剪力放大系数=1.00RJX1=4.7922E+07(kN/m)RJY1=6.7030E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.2864E+06(kN/m)RJY3=1.9792E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=7.6213E+05(kN/m)RJY3/H=6.5975E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.6TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.3955Raty1=1.4373Ratx2=1.1841Raty2=1.2069薄弱层地震剪力放大系数=1.00RJX1=4.7922E+07(kN/m)RJY1=6.7030E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.1030E+06(kN/m)RJY3=1.7644E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=7.0100E+05(kN/m)RJY3/H=5.8813E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.7TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.3637Raty1=1.3904Ratx2=1.1701Raty2=1.1840薄弱层地震剪力放大系数=1.00RJX1=4.7922E+07(kN/m)RJY1=6.7030E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.9734E+06(kN/m)RJY3=1.6244E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.5780E+05(kN/m)RJY3/H=5.4146E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.8TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=0.9524Raty=0.9524Ratx1=1.3367Raty1=1.3555Ratx2=1.1544Raty2=1.1644薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.8740E+06(kN/m)RJY3=1.5243E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.2465E+05(kN/m)RJY3/H=5.0812E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.9TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.3211Raty1=1.3340Ratx2=1.1460Raty2=1.1527薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.8037E+06(kN/m)RJY3=1.4546E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.0125E+05(kN/m)RJY3/H=4.8487E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.10TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9094(969.6649)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.3118Raty1=1.3204Ratx2=1.1399Raty2=1.1450薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3839E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.7488E+06(kN/m)RJY3=1.4021E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.8294E+05(kN/m)RJY3/H=4.6736E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.11TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.3115Raty1=1.3156Ratx2=1.1363Raty2=1.1396薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.7046E+06(kN/m)RJY3=1.3605E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.6820E+05(kN/m)RJY3/H=4.5351E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.12TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.3254Raty1=1.3250Ratx2=1.1375Raty2=1.1384薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.6668E+06(kN/m)RJY3=1.3266E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.5558E+05(kN/m)RJY3/H=4.4218E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.13TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.3618Raty1=1.3577Ratx2=1.1455Raty2=1.1447薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.6281E+06(kN/m)RJY3=1.2948E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.4269E+05(kN/m)RJY3/H=4.3158E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.14TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.4453Raty1=1.4367Ratx2=1.1631Raty2=1.1609薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.5792E+06(kN/m)RJY3=1.2568E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.2639E+05(kN/m)RJY3/H=4.1893E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.15TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.5444Raty1=1.5392Ratx2=1.2012Raty2=1.1971薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.5086E+06(kN/m)RJY3=1.2029E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.0285E+05(kN/m)RJY3/H=4.0097E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.16TowerNo.1Xstif=0.6952(m)Ystif=3.0525(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1073Eey=0.1312Ratx=1.0000Raty=1.0000Ratx1=1.6702Raty1=1.6597Ratx2=1.2991Raty2=1.2909薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.3954E+06(kN/m)RJY3=1.1165E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=4.6514E+05(kN/m)RJY3/H=3.7216E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.17TowerNo.1Xstif=0.6518(m)Ystif=3.1586(m)Alf=0.0010(Degree)Xmass=-0.8956(m)Ymass=4.4661(m)Gmass(活荷折减)=1041.9095(969.6650)(t)Eex=0.1057Eey=0.1233Ratx=1.0000Raty=1.0000Ratx1=2.0115Raty1=2.0148Ratx2=1.5645Raty2=1.5671薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.1935E+06(kN/m)RJY3=9.6097E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=3.9784E+05(kN/m)RJY3/H=3.2032E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.18TowerNo.1Xstif=0.9921(m)Ystif=3.1716(m)Alf=0.0015(Degree)Xmass=-0.8477(m)Ymass=4.4767(m)Gmass(活荷折减)=1173.2358(1109.0103)(t)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Eex=0.1305Eey=0.1227Ratx=1.0000Raty=1.0000Ratx1=5.2460Raty1=4.9924Ratx2=5.1003Raty2=4.8538薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=8.4762E+05(kN/m)RJY3=6.8137E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=2.8254E+05(kN/m)RJY3/H=2.2712E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.19TowerNo.1Xstif=0.8921(m)Ystif=5.5978(m)Alf=0.0132(Degree)Xmass=0.2053(m)Ymass=3.8269(m)Gmass(活荷折减)=117.4525(105.6143)(t)Eex=0.2650Eey=0.7065Ratx=0.2498Raty=0.1723Ratx1=3.1232Raty1=3.0019Ratx2=1.9433Raty2=1.8679薄弱层地震剪力放大系数=1.00RJX1=1.1400E+07(kN/m)RJY1=1.0999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.3082E+05(kN/m)RJY3=1.9497E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=9.6176E+04(kN/m)RJY3/H=8.1239E+04(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.20TowerNo.1Xstif=2.6083(m)Ystif=5.4973(m)Alf=-0.0014(Degree)Xmass=0.2410(m)Ymass=3.9730(m)Gmass(活荷折减)=92.4287(91.2167)(t)Eex=0.7328Eey=0.3590Ratx=0.6175Raty=0.4509Ratx1=1.0000Raty1=1.0000Ratx2=1.0000Raty2=1.0000薄弱层地震剪力放大系数=1.00RJX1=7.0400E+06(kN/m)RJY1=4.9597E+06(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.0558E+05(kN/m)RJY3=9.2785E+04(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=3.5193E+04(kN/m)RJY3/H=3.0928E+04(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------X方向最小刚度比:1.0000(第20层第1塔)Y方向最小刚度比:1.0000(第20层第1塔)============================================================================结构整体抗倾覆验算结果============================================================================抗倾覆力矩Mr倾覆力矩Mov比值Mr/Mov零应力区(%)X风荷载3281639.055492.559.140.00Y风荷载3462833.856702.661.070.00X地震3189579.271658.144.510.00Y地震3365691.064991.051.790.00============================================================================结构舒适性验算结果(仅当满足规范适用条件时结果有效)============================================================================按高钢规计算X向顺风向顶点最大加速度(m/s2)=0.019按高钢规计算X向横风向顶点最大加速度(m/s2)=0.003按荷载规范计算X向顺风向顶点最大加速度(m/s2)=0.021按荷载规范计算X向横风向顶点最大加速度(m/s2)=0.004按高钢规计算Y向顺风向顶点最大加速度(m/s2)=0.019按高钢规计算Y向横风向顶点最大加速度(m/s2)=0.003按荷载规范计算Y向顺风向顶点最大加速度(m/s2)=0.022按荷载规范计算Y向横风向顶点最大加速度(m/s2)=0.005============================================================================结构整体稳定验算结果============================================================================X向刚重比EJd/GH**2=7.60Y向刚重比EJd/GH**2=6.40该结构刚重比EJd/GH**2大于1.4,能够通过高规(5.4.4)的整体稳定验算该结构刚重比EJd/GH**2大于2.7,可以不考虑重力二阶效应***********************************************************************楼层抗剪承载力、及承载力比值***********************************************************************Ratio_Bu:表示本层与上一层的承载力之比----------------------------------------------------------------------层号塔号X向承载力Y向承载力Ratio_Bu:X,Y----------------------------------------------------------------------2010.1392E+040.1118E+041.001.001910.2116E+040.2029E+041.521.811810.9438E+040.1415E+054.466.971710.9717E+040.1447E+051.031.021610.9766E+040.1466E+051.001.011510.9984E+040.1502E+051.021.02110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1410.1019E+050.1532E+051.021.021310.1046E+050.1545E+051.031.011210.1068E+050.1560E+051.021.011110.1091E+050.1592E+051.021.021010.1123E+050.1641E+051.031.03910.1143E+050.1701E+051.021.04810.1159E+050.1739E+051.011.02710.1276E+050.1947E+051.101.12610.1292E+050.1999E+051.011.03510.1309E+050.2014E+051.011.01410.1433E+050.2252E+051.091.12310.1442E+050.2267E+051.011.01210.1435E+050.2147E+050.990.95110.1694E+050.2297E+051.181.07X方向最小楼层抗剪承载力之比:0.99层号:2塔号:1Y方向最小楼层抗剪承载力之比:0.95层号:2塔号:12．周期、振型、地震力======================================================================周期、地震力与振型输出文件(VSS求解器)======================================================================考虑扭转耦联时的振动周期(秒)、X,Y方向的平动系数、扭转系数振型号周期转角平动系数(X+Y)扭转系数11.763686.400.93(0.00+0.92)0.0721.6258162.420.57(0.52+0.05)0.4331.590012.370.52(0.50+0.02)0.4840.520773.380.63(0.05+0.58)0.3750.4912134.150.71(0.35+0.37)0.2960.472116.920.66(0.60+0.06)0.3470.265961.730.46(0.10+0.36)0.5480.2462130.700.90(0.38+0.52)0.1090.234726.330.64(0.51+0.13)0.36100.166149.240.43(0.18+0.24)0.57110.1525135.580.99(0.50+0.48)0.01120.143242.810.59(0.31+0.27)0.41130.115525.120.51(0.41+0.10)0.49140.1136131.850.79(0.35+0.43)0.21150.099456.510.60(0.19+0.41)0.40160.0960143.870.86(0.56+0.30)0.14170.086240.730.55(0.31+0.24)0.45180.079060.560.65(0.16+0.48)0.35地震作用最大的方向=13.443(度)============================================================仅考虑X向地震作用时的地震力Floor:层号Tower:塔号F-x-x:X方向的耦联地震力在X方向的分量F-x-y:X方向的耦联地震力在Y方向的分量F-x-t:X方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.040.81-0.221910.040.90-0.241810.579.37-30.541710.487.86-25.161610.467.50-24.251510.447.12-23.231410.426.69-22.071310.406.24-20.781210.375.75-19.361110.345.22-17.811010.314.68-16.16910.284.11-14.41810.243.53-12.60710.212.95-10.73610.182.38-8.86510.141.84-7.01410.111.34-5.27310.080.89-3.65210.050.52-2.20110.000.41-2.42110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2017.32-3.18-6.591918.06-3.52-7.4318186.42-28.67-959.5217172.76-23.66-788.7116169.77-22.48-758.5415166.50-21.22-724.8714162.90-19.87-687.2713158.98-18.42-645.6312154.74-16.88-600.0411150.21-15.26-550.7910145.42-13.57-498.309140.43-11.83-443.128135.29-10.06-385.977130.06-8.31-327.746124.86-6.61-269.625119.76-5.00-212.714114.94-3.54-159.483110.39-2.30-110.16216.34-1.28-66.34113.85-0.73-72.98振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2017.492.396.811918.502.617.8018182.2118.911017.2917169.2015.47834.4816166.2214.66801.1615162.9813.81764.3914159.4612.89723.5813155.6311.92678.5012151.5010.90629.2211147.099.82575.9910142.448.71519.279137.607.57459.678132.626.42398.007127.585.28335.286122.584.18272.845117.703.15212.054113.082.23155.64318.861.44104.46215.210.8060.47115.500.4163.11振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-0.94-3.552.88191-0.90-3.442.84181-9.61-32.92327.35171-6.81-22.48226.29161-5.04-15.66168.39151-3.10-8.52105.44141-1.08-1.3039.421310.935.69-26.581212.8312.09-89.051114.5117.56-144.411015.9021.77-189.40916.9224.51-221.37817.5025.63-238.52717.6425.12-240.06617.3323.12-226.71516.6219.89-200.32415.6215.87-164.52314.3111.49-122.05212.897.16-78.01110.806.27-90.12振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-7.879.476.11191-7.519.146.56181-70.0774.62796.15171-48.8049.72545.52161-35.2233.67400.67110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼151-20.7717.19244.58141-5.910.7882.191318.70-14.84-79.1212122.33-28.89-230.9911134.29-40.64-364.9710143.93-49.45-473.359150.75-54.86-549.908154.39-56.65-590.407154.71-54.85-593.086151.87-49.87-559.795146.21-42.36-494.904138.41-33.32-406.853128.90-23.79-301.972118.86-14.57-193.231112.22-11.30-223.67振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-15.21-6.15-9.75191-15.15-5.74-10.49181-130.49-40.77-1251.97171-89.52-26.53-840.53161-63.01-17.49-600.60151-35.39-8.35-348.28141-7.470.61-90.6613119.569.01161.0112144.4216.46393.8011165.8522.57594.6810182.7327.05752.009194.1929.69856.718199.6730.39903.277199.0329.20890.376192.6726.37822.755181.3822.26709.584166.2817.42566.793148.8912.38407.312131.087.54249.741132.585.34274.36振型7的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2011.723.48-4.351911.472.84-3.8318113.2123.83-400.091716.8010.93-203.711611.650.83-58.36151-3.35-8.3381.26141-7.53-15.43197.44131-10.28-19.48273.56121-11.20-19.93298.56111-10.18-16.75269.39101-7.41-10.54191.9791-3.37-2.3980.29811.266.29-45.88715.7014.00-164.41619.2219.46-255.035111.3021.89-304.034111.7421.04-305.883110.3817.31-261.16217.6911.92-185.94112.7011.53-233.94振型8的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2018.98-11.59-0.021917.31-9.28-1.9618154.46-63.71-347.6117126.06-26.99-174.891613.761.00-45.75151-16.9625.4979.05141-33.5643.59183.42131-43.7752.94252.19121-46.1752.44274.90111-40.5642.45248.16101-27.9424.88176.6491-10.472.8472.46818.94-19.84-46.627127.08-39.29-160.10110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼6140.95-52.38-248.575148.62-57.37-298.474149.21-54.04-303.373142.69-43.63-262.152130.97-29.46-188.661124.89-25.52-238.52振型9的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20113.178.0410.6519111.236.389.4718178.5139.25885.9117135.7915.71417.961612.56-1.8976.56151-27.33-16.95-237.55141-50.41-27.73-486.69131-63.69-32.91-636.76121-65.52-31.96-666.90111-55.92-25.26-574.78101-36.67-14.10-378.1391-11.06-0.44-112.218116.6513.35176.027141.8924.95436.106160.6132.55624.265170.2335.19712.904169.5932.84694.523159.4626.31575.852142.4717.61398.141150.5414.04488.94振型10的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-2.61-3.344.47191-1.98-2.163.58181-13.85-14.64360.31171-2.98-1.85103.081615.787.87-93.4215112.0214.03-237.9714114.0715.12-293.8613111.4210.99-248.321214.993.04-119.28111-3.13-6.1049.53101-10.34-13.44202.2991-14.33-16.56288.9881-13.83-14.37281.5171-8.98-7.51182.7061-1.411.7826.74516.5910.61-136.354112.6516.26-255.863114.9317.08-294.442113.1013.90-254.40116.5915.40-367.31振型11的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-14.3114.82-17.71191-8.898.41-6.14181-40.1738.5939.54171-3.380.0816.5416124.08-27.54-5.0415141.37-42.92-25.3614144.49-42.79-37.4713133.08-28.07-36.3612110.96-3.93-21.33111-14.8921.723.29101-36.4440.6329.3491-46.9746.7547.4081-43.1638.1550.0871-26.1017.5534.9961-1.24-8.356.375124.12-31.69-27.304142.70-45.54-55.153149.20-46.16-67.142142.69-36.51-58.121144.90-36.44-76.25振型12的地震力-------------------------------------------------------110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-9.29-9.60-10.78191-6.39-6.04-8.05181-29.05-27.75-497.05171-1.850.16-117.2516118.0519.70167.7315129.8730.16369.9214131.1629.49438.6213122.2018.69357.161216.161.69153.47111-11.84-15.83-106.21101-26.24-28.20-337.1591-32.66-31.54-462.9381-29.21-24.90-440.4371-16.97-10.52-274.45610.176.86-19.445117.2621.96244.614129.4830.43436.663133.6530.10495.482129.2023.22427.951145.3620.75628.43振型13的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2019.820.768.381915.071.120.9918112.6511.41-420.27171-9.07-1.18-24.67161-22.07-9.76251.73151-22.94-12.17364.48141-11.56-7.55274.871316.401.4939.4612121.8910.07-214.9611126.9913.49-355.6610118.869.79-311.44911.280.75-108.0881-17.16-8.91146.4271-27.24-14.06318.7761-24.03-11.98323.1151-9.16-3.76163.754110.406.41-73.933125.3713.25-265.472129.2214.63-331.071124.5819.85-581.83振型14的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20114.08-13.5041.031915.27-3.7114.65181-8.613.7181.36171-14.0413.04-18.27161-12.7215.65-84.66151-5.7110.02-103.931413.54-0.96-68.5513110.99-11.992.6612113.56-17.7473.4411110.40-15.35108.031013.03-5.7489.1191-5.326.6826.3581-11.1816.12-48.6071-12.2218.07-98.2161-8.2611.68-99.0051-1.07-0.08-52.79416.46-11.8116.203111.38-18.1072.892112.03-17.8696.681118.80-21.32183.65振型15的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2016.6911.066.481913.644.395.621814.685.84179.00171-7.59-12.24-9.45161-13.13-20.00-143.71151-11.02-15.77-200.16141-3.23-2.89-151.10110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1315.9411.46-16.6212111.9319.86138.0811112.1118.25232.341016.817.75211.7191-1.16-6.1279.4081-8.05-16.41-101.1671-10.93-18.24-236.4861-8.96-11.28-254.1851-3.400.63-142.97413.2811.6543.22318.3916.68207.562110.1915.44279.871125.4315.16531.24振型16的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-13.437.85-52.50191-2.43-1.20-17.1118139.54-30.67143.6217115.27-5.5936.26161-10.2614.30-39.96151-28.4124.32-78.59141-30.0419.94-70.83131-14.634.07-27.731219.20-14.2425.3311128.28-24.6961.9710132.02-21.4567.029118.27-6.3141.6281-5.4412.320.1171-26.0324.06-38.2661-32.2422.62-58.1351-21.149.06-53.60411.32-9.11-28.833123.06-21.884.112133.05-25.0935.711149.29-32.03114.64振型17的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-3.54-5.707.48191-2.22-1.013.09181-6.734.69285.141717.827.78-60.5916114.145.82-258.121518.80-1.32-243.74141-4.14-8.86-48.81131-14.86-11.09175.64121-14.92-5.56266.73111-3.734.67165.1910110.7812.70-46.759117.8612.52-211.188111.963.51-212.5271-2.94-8.62-60.1461-16.00-15.58123.1851-17.99-12.48204.7041-7.28-1.10133.90318.8410.90-25.172119.4417.12-153.401122.9325.90-378.02振型18的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-2.75-4.83-2.58191-1.11-0.93-2.511813.976.12-22.451713.545.2817.081610.961.6540.30151-2.16-3.1433.97141-3.50-5.69-2.04131-2.30-4.33-43.501210.29-0.18-57.481112.253.81-28.521012.345.0126.19910.852.8466.7681-0.81-0.9960.2671-1.46-3.837.6361-0.97-3.99-53.8351-0.15-1.71-79.61110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼410.251.31-49.74310.083.1414.6721-0.103.2969.35113.883.15177.69各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)15.172769.013723.44436.305269.426502.09731.538154.489242.091028.6911122.051299.051349.311430.421531.601665.241728.23183.11各层X方向的作用力(CQC)Floor:层号Tower:塔号Fx:X向地震作用下结构的地震反应力Vx:X向地震作用下结构的楼层剪力Mx:X向地震作用下结构的弯矩StaticFx:静力法X向的地震力------------------------------------------------------------------------------------------FloorTowerFxVx(分塔剪重比)(整层剪重比)MxStaticFx(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)20146.9546.95(5.15%)(5.15%)140.86276.2119137.2783.10(4.22%)(4.22%)339.4322.10181300.54374.57(2.87%)(2.87%)1433.67222.56171207.24571.19(2.51%)(2.51%)3125.14184.19161175.99717.12(2.21%)(2.21%)5235.73173.78151168.26828.74(1.97%)(1.97%)7642.73163.38141168.62918.98(1.77%)(1.77%)10266.24152.97131169.55994.93(1.62%)(1.62%)13055.08142.56121173.331061.03(1.49%)(1.49%)15975.28132.16111180.031122.03(1.39%)(1.39%)19006.12121.75101184.901181.90(1.30%)(1.30%)22139.30111.3491186.781242.10(1.24%)(1.24%)25375.85100.9481190.041303.27(1.18%)(1.18%)28722.3790.5371194.961367.15(1.14%)(1.14%)32189.7080.1361195.481434.61(1.11%)(1.11%)35792.8269.7251190.261503.42(1.08%)(1.08%)39547.6459.3141184.571570.45(1.06%)(1.06%)43466.9849.0231174.831632.81(1.03%)(1.03%)47557.3838.5921147.301685.06(1.00%)(1.00%)51816.7528.1811171.651747.76(0.94%)(0.94%)59427.4131.31抗震规范(5.2.5)条要求的X向楼层最小剪重比=0.80%X方向的有效质量系数:97.75%============================================================仅考虑Y向地震时的地震力Floor:层号Tower:塔号F-y-x:Y方向的耦联地震力在X方向的分量F-y-y:Y方向的耦联地震力在Y方向的分量F-y-t:Y方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.6012.49-3.371910.6413.94-3.711818.86145.15-473.181717.47121.83-389.801617.19116.26-375.72110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1516.87110.23-359.831416.51103.68-341.901316.1296.60-321.901215.7089.00-299.871115.2580.93-275.951014.7872.47-250.33914.2963.70-223.28813.7854.75-195.11713.2645.77-166.23612.7436.94-137.19512.2328.47-108.55411.7520.68-81.59311.2713.83-56.50210.828.02-34.1011-0.036.40-37.51振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-2.250.982.03191-2.481.082.28181-26.568.81294.94171-22.377.27242.43161-21.456.91233.16151-20.446.52222.81141-19.336.11211.25131-18.135.66198.45121-16.835.19184.44111-15.434.69169.30101-13.964.17153.1791-12.433.64136.2181-10.853.09118.6471-9.242.55100.7461-7.642.0382.8851-6.071.5465.3841-4.591.0949.0231-3.190.7133.8621-1.950.3920.3911-1.180.2222.43振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2011.590.511.451911.800.551.6618117.454.01215.9317114.693.28177.1316114.053.11170.0515113.372.93162.2514112.622.74153.5813111.812.53144.0212110.932.31133.5611110.002.09122.261019.011.85110.22917.981.6197.57816.921.3684.48715.851.1271.17614.790.8957.91513.760.6745.01412.780.4733.04311.880.3122.17211.110.1712.83111.170.0913.40振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-3.33-12.5310.18191-3.18-12.1610.04181-33.96-116.361157.07171-24.07-79.45799.85161-17.80-55.34595.20151-10.96-30.13372.68141-3.83-4.60139.341313.2820.11-93.951219.9942.75-314.7511115.9662.05-510.4310120.8676.96-669.469124.4486.63-782.488126.5290.60-843.087126.9988.79-848.52110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼6125.9181.71-801.335123.4170.32-708.044119.8556.08-581.513115.2340.63-431.382110.2025.32-275.74112.8122.18-318.55振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2018.20-9.87-6.361917.82-9.52-6.8418173.03-77.77-829.7517150.86-51.81-568.5416136.70-35.09-417.5815121.64-17.91-254.901416.16-0.81-85.66131-9.0615.4682.46121-23.2730.11240.74111-35.7442.35380.37101-45.7951.53493.3291-52.8957.18573.1081-56.6859.04615.3171-57.0257.17618.1261-54.0651.97583.4251-48.1644.14515.7841-40.0434.73424.0331-30.1224.79314.7121-19.6615.18201.3911-12.7411.78233.11振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-4.58-1.85-2.94191-4.57-1.73-3.16181-39.31-12.28-377.21171-26.97-7.99-253.24161-18.98-5.27-180.96151-10.66-2.52-104.93141-2.250.18-27.321315.892.7148.5112113.384.96118.6511119.846.80179.1710124.938.15226.579128.388.95258.128130.039.16272.157129.848.80268.266127.927.95247.895124.526.71213.794119.975.25170.773114.733.73122.72219.372.2775.24119.821.6182.66振型7的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2013.967.99-9.991913.396.53-8.8218130.3754.78-919.7617115.6325.12-468.311613.781.91-134.16151-7.71-19.16186.81141-17.31-35.47453.89131-23.63-44.79628.90121-25.75-45.81686.35111-23.40-38.51619.30101-17.03-24.24441.3291-7.75-5.50184.58812.8914.46-105.487113.1132.19-377.976121.1944.75-586.295125.9950.32-698.934127.0048.38-703.203123.8739.79-600.382117.6727.39-427.46116.2126.51-537.80振型8的地震力-------------------------------------------------------110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-10.9014.070.03191-8.8711.262.38181-66.0977.31421.84171-31.6332.76212.23161-4.56-1.2155.5215120.59-30.93-95.9314140.73-52.89-222.5913153.11-64.25-306.0412156.03-63.63-333.6011149.21-51.52-301.1510133.91-30.19-214.369112.71-3.45-87.9481-10.8524.0756.5771-32.8647.68194.2961-49.7063.56301.6551-59.0169.62362.2041-59.7165.57368.1531-51.8152.95318.1321-37.5835.75228.9511-30.2030.97289.46振型9的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2016.263.825.061915.333.034.5018137.2918.64420.8017117.007.46198.531611.22-0.9036.37151-12.98-8.05-112.84141-23.95-13.17-231.17131-30.25-15.63-302.45121-31.12-15.18-316.77111-26.56-12.00-273.02101-17.42-6.70-179.6191-5.25-0.21-53.30817.916.3483.617119.9011.85207.146128.7915.46296.525133.3616.72338.624133.0515.60329.893128.2412.50273.522120.178.37189.111124.016.67232.24振型10的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-4.19-5.367.18191-3.18-3.475.76181-22.26-23.53579.16171-4.78-2.98165.691619.2912.64-150.1615119.3222.56-382.5014122.6124.31-472.3513118.3517.66-399.151218.024.89-191.72111-5.03-9.8179.62101-16.62-21.61325.1691-23.04-26.61464.5181-22.23-23.09452.5071-14.44-12.07293.6861-2.262.8642.985110.5917.05-219.174120.3426.14-411.273124.0027.45-473.282121.0522.34-408.921110.6024.75-590.42振型11的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)20114.45-14.9617.881918.98-8.496.2018140.56-38.97-39.931713.41-0.08-16.70161-24.3127.815.08151-41.7743.3325.61141-44.9243.2037.84110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼131-33.4028.3536.71121-11.073.9721.5411115.04-21.93-3.3210136.80-41.02-29.639147.43-47.21-47.868143.58-38.52-50.567126.35-17.72-35.33611.258.44-6.4351-24.3632.0027.5641-43.1245.9855.6931-49.6846.6167.8021-43.1136.8758.6811-45.3336.8076.99振型12的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-7.39-7.64-8.58191-5.08-4.81-6.41181-23.12-22.08-395.53171-1.470.13-93.3016114.3615.68133.4715123.7724.00294.3614124.7923.47349.0313117.6714.87284.211214.901.34122.13111-9.42-12.60-84.52101-20.88-22.44-268.2891-25.99-25.10-368.3781-23.25-19.81-350.4771-13.50-8.37-218.39610.135.46-15.475113.7417.48194.654123.4624.21347.473126.7823.95394.272123.2318.48340.541136.0916.51500.07振型13的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2016.700.525.721913.460.770.681818.637.78-286.69171-6.18-0.80-16.83161-15.06-6.66171.72151-15.65-8.30248.63141-7.88-5.15187.501314.361.0226.9212114.936.87-146.6411118.419.20-242.6210112.876.67-212.45910.870.51-73.7381-11.70-6.0899.8871-18.58-9.59217.4561-16.39-8.17220.4151-6.25-2.56111.71417.094.38-50.433117.319.04-181.092119.939.98-225.841116.7713.54-396.90振型14的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-20.0019.17-58.26191-7.485.27-20.8118112.22-5.27-115.5217119.94-18.5125.9516118.06-22.23120.211518.10-14.23147.58141-5.031.3697.34131-15.6017.02-3.78121-19.2625.19-104.28111-14.7621.79-153.40101-4.318.16-126.53917.55-9.49-37.428115.87-22.8969.017117.35-25.66139.466111.72-16.58140.58511.520.1274.96110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼41-9.1716.77-23.0131-16.1525.70-103.5021-17.0925.37-137.2811-26.6930.28-260.78振型15的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2017.4512.327.221914.054.896.261815.216.51199.43171-8.45-13.64-10.53161-14.62-22.28-160.11151-12.28-17.56-223.00141-3.60-3.22-168.341316.6212.77-18.5112113.2922.13153.8411113.4920.33258.861017.598.63235.8891-1.30-6.8288.4681-8.97-18.28-112.7171-12.17-20.32-263.4761-9.98-12.57-283.1951-3.790.70-159.29413.6512.9848.15319.3518.58231.252111.3517.21311.811128.3316.89591.87振型16的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)20111.06-6.4643.231912.000.9914.09181-32.5625.25-118.26171-12.584.60-29.861618.45-11.7832.9115123.39-20.0264.7114124.74-16.4258.3213112.05-3.3522.83121-7.5811.72-20.86111-23.2820.33-51.02101-26.3617.66-55.1891-15.045.19-34.27814.48-10.14-0.097121.43-19.8131.516126.55-18.6247.865117.41-7.4644.1441-1.097.5023.7431-18.9918.02-3.3821-27.2120.66-29.4011-40.5926.38-94.40振型17的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-4.29-6.929.08191-2.69-1.223.75181-8.175.69346.051719.499.44-73.5416117.167.06-313.2615110.68-1.60-295.80141-5.03-10.76-59.24131-18.04-13.46213.16121-18.11-6.75323.70111-4.525.66200.4710113.0815.41-56.749121.6715.19-256.298114.514.26-257.9171-3.57-10.46-72.9961-19.41-18.90149.4951-21.83-15.15248.4241-8.84-1.33162.503110.7313.23-30.552123.5920.77-186.171127.8331.43-458.77振型18的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼201-5.31-9.31-4.98191-2.14-1.78-4.831817.6511.80-43.301716.8310.1832.931611.853.1877.72151-4.16-6.0665.51141-6.75-10.97-3.94131-4.43-8.35-83.901210.55-0.34-110.871114.347.36-55.011014.519.6750.50911.655.48128.7681-1.56-1.90116.2271-2.81-7.3814.7161-1.88-7.69-103.8251-0.28-3.30-153.54410.482.52-95.93310.166.0528.2921-0.196.34133.74117.496.08342.71各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)11241.16272.66332.594453.565292.64645.587166.638227.50954.621074.1311124.441262.721322.941461.341539.231644.231741.571811.57各层Y方向的作用力(CQC)Floor:层号Tower:塔号Fy:Y向地震作用下结构的地震反应力Vy:Y向地震作用下结构的楼层剪力My:Y向地震作用下结构的弯矩StaticFy:静力法Y向的地震力------------------------------------------------------------------------------------------FloorTowerFyVy(分塔剪重比)(整层剪重比)MyStaticFy(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)20147.8347.83(5.24%)(5.24%)143.50276.6919135.4681.60(4.15%)(4.15%)338.1120.32181285.79358.85(2.75%)(2.75%)1385.38204.60171191.23537.18(2.36%)(2.36%)2972.17169.32161163.68664.54(2.05%)(2.05%)4918.00159.76151159.97760.04(1.80%)(1.80%)7106.49150.19141161.42836.78(1.61%)(1.61%)9466.77140.62131163.02901.17(1.46%)(1.46%)11955.43131.06121168.04957.71(1.34%)(1.34%)14545.13121.49111174.351011.26(1.25%)(1.25%)17221.85111.93101177.291064.76(1.17%)(1.17%)19983.18102.3691179.011118.79(1.12%)(1.12%)22834.1092.7981183.781174.58(1.07%)(1.07%)25783.8283.2371187.791234.17(1.03%)(1.03%)28846.1573.6661185.921297.28(1.00%)(1.00%)32038.4064.0951181.671361.21(0.98%)(0.98%)35377.1854.5341178.061424.25(0.96%)(0.96%)38875.3145.0731163.131483.75(0.94%)(0.94%)42540.5935.4821129.001532.18(0.91%)(0.91%)46370.9325.9111134.801585.15(0.85%)(0.85%)53236.4228.78抗震规范(5.2.5)条要求的Y向楼层最小剪重比=0.80%Y方向的有效质量系数:96.63%==========各楼层地震剪力系数调整情况[抗震规范(5.2.5)验算]==========110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼层号塔号X向调整系数Y向调整系数111.0001.000211.0001.000311.0001.000411.0001.000511.0001.000611.0001.000711.0001.000811.0001.000911.0001.0001011.0001.0001111.0001.0001211.0001.0001311.0001.0001411.0001.0001511.0001.0001611.0001.0001711.0001.0001811.0001.0001911.0001.0002011.0001.000**本文件结果是在地震外力CQC下的统计结果，内力CQC统计结果见WV02Q.OUT3．结构位移///////////////////////////////////////////////////////////////////////////|公司名称:||||SATWE位移输出文件||文件名称:WDISP.OUT||||工程名称:设计人:||工程代号:校核人:日期:2013/11/12|///////////////////////////////////////////////////////////////////////////所有位移的单位为毫米Floor:层号Tower:塔号Jmax:最大位移对应的节点号JmaxD:最大层间位移对应的节点号Max-(Z):节点的最大竖向位移h:层高Max-(X)，Max-(Y):X,Y方向的节点最大位移Ave-(X)，Ave-(Y):X,Y方向的层平均位移Max-Dx，Max-Dy:X,Y方向的最大层间位移Ave-Dx，Ave-Dy:X,Y方向的平均层间位移Ratio-(X),Ratio-(Y):最大位移与层平均位移的比值Ratio-Dx,Ratio-Dy:最大层间位移与平均层间位移的比值Max-Dx/h，Max-Dy/h:X,Y方向的最大层间位移角DxR/Dx,DyR/Dy:X,Y方向的有害位移角占总位移角的百分比例Ratio_AX,Ratio_AY:本层位移角与上层位移角的1.3倍及上三层平均位移角的1.2倍的比值的大者X-Disp，Y-Disp，Z-Disp:节点X,Y,Z方向的位移===工况1===X方向地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011378310.6910.643000.137830.460.441/6545.1.2%1.001911371610.2710.252400.137160.370.361/6562.1.8%0.781811361610.2110.063000.132970.480.451/6225.8.2%0.82171128869.829.683000.125670.520.481/5816.7.3%0.90161121599.419.263000.118420.550.521/5480.6.8%0.94151114408.968.813000.111230.580.551/5177.5.9%0.96141107218.478.333000.104040.610.591/4926.5.0%0.94131100027.957.813000.96850.640.621/4722.4.1%0.9312192837.397.253000.89660.660.641/4556.3.4%0.9111185646.806.673000.82470.680.671/4422.2.6%0.9010178456.186.053000.75280.690.681/4319.1.9%0.89110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼9171265.535.413000.68090.710.701/4246.1.0%0.878164074.874.753000.60900.710.711/4208.0.4%0.867156884.194.073000.53710.710.701/4227.1.5%0.846149693.503.393000.46520.700.691/4301.3.5%0.825142502.822.713000.42500.670.671/4463.6.5%0.794135312.152.053000.35310.640.631/4722.10.3%0.763128161.521.433000.28160.580.561/5174.18.4%0.702121010.940.873000.21010.490.461/6175.46.5%0.621113860.460.415100.13860.460.411/9999.96.8%0.40X方向最大层间位移角:1/4208.(第8层第1塔)===工况2===X双向地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011378310.7410.673000.137830.460.451/6495.0.4%1.001911371610.3210.282400.137160.370.361/6510.0.7%0.771811361610.7210.323000.132970.500.461/5993.8.1%0.831711288610.329.933000.125670.540.501/5595.7.2%0.90161121599.899.503000.118420.570.531/5268.6.7%0.94151114409.429.043000.111230.600.571/4976.5.7%0.96141107218.918.553000.104040.630.611/4738.4.8%0.94131100028.368.013000.96850.660.641/4545.4.0%0.9312192837.777.453000.89660.680.661/4388.3.3%0.9111185647.166.853000.85640.700.681/4258.2.6%0.9010178456.516.223000.78450.720.701/4152.1.8%0.899171265.835.563000.71260.740.721/4078.1.0%0.878164075.144.893000.64070.740.731/4037.0.4%0.867156884.424.193000.56880.740.721/4047.1.5%0.846149693.703.493000.49690.730.721/4094.3.5%0.825142502.982.803000.42500.710.691/4220.6.3%0.794135312.282.123000.35310.670.651/4464.10.0%0.763128161.621.493000.28160.610.581/4881.17.9%0.702121011.000.913000.21010.520.481/5814.45.0%0.631113860.490.435100.13860.490.431/9999.93.7%0.40X方向最大层间位移角:1/4037.(第8层第1塔)===工况3===X+偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011375111.1110.693000.137510.450.451/6660.0.8%1.001911366910.7410.302400.136690.370.361/6529.1.0%0.781811329712.0210.173000.132970.560.451/5354.8.1%0.831711256711.549.773000.125670.600.491/4992.7.2%0.901611184211.039.353000.118420.640.521/4686.6.8%0.941511112310.488.893000.111230.680.561/4410.5.8%0.96110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼141104049.908.393000.104040.720.591/4181.4.9%0.9413196859.277.873000.96850.750.621/3994.4.1%0.9312189668.607.303000.89660.780.651/3843.3.4%0.9111182477.896.713000.82470.810.671/3721.2.6%0.9010175287.156.093000.75280.830.691/3627.1.9%0.899168096.385.443000.68090.840.701/3560.1.0%0.878160905.574.763000.60900.850.711/3524.0.4%0.867153714.754.083000.53710.850.711/3537.1.6%0.846146523.923.393000.46520.830.701/3599.3.6%0.825139333.102.703000.39330.800.671/3754.6.8%0.794132142.312.043000.32140.740.631/4078.10.5%0.753124991.581.423000.24990.650.561/4644.18.7%0.702117840.940.863000.17840.510.451/5908.45.5%0.621110110.440.415100.10110.440.411/9999.97.7%0.41X方向最大层间位移角:1/3524.(第8层第1塔)===工况4===X-偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011378311.1110.593000.137830.470.441/6338.1.5%1.001911371610.6810.202400.137160.380.361/6348.2.5%0.781811361612.1110.173000.136160.500.451/5971.8.2%0.821711288611.669.773000.128860.550.491/5438.7.3%0.891611215911.179.353000.121590.600.521/4997.6.8%0.941511144010.648.893000.114400.650.561/4628.5.8%0.961411072110.078.403000.107210.690.591/4336.4.9%0.94131100029.457.873000.100020.730.621/4108.4.1%0.9312192838.797.313000.92830.760.651/3929.3.3%0.9111185648.096.723000.85640.790.671/3790.2.6%0.9010178457.356.103000.78450.810.691/3684.1.8%0.899171266.585.453000.71260.830.701/3610.1.0%0.878164075.794.783000.64070.840.711/3568.0.4%0.867156884.984.103000.56880.840.711/3576.1.5%0.846149694.163.413000.49690.830.701/3620.3.5%0.825142503.342.733000.42500.800.671/3740.6.2%0.794135312.552.063000.35310.760.631/3973.10.1%0.763128161.801.443000.28160.690.561/4362.18.1%0.712121011.110.883000.21010.570.461/5223.47.5%0.631113860.540.415100.13860.540.411/9475.95.6%0.40X方向最大层间位移角:1/3568.(第8层第1塔)===工况5===Y方向地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011375111.8311.523000.137510.560.521/5378.1.5%1.00110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1911366911.3411.062400.136690.440.421/5495.0.7%0.781811342013.2211.383000.134200.610.551/4923.5.9%0.851711269012.6810.893000.126900.650.581/4588.6.2%0.891611196512.1110.383000.119650.700.621/4270.5.9%0.921511124611.499.833000.112460.750.661/3994.5.1%0.941411052710.839.253000.105270.800.701/3771.4.3%0.93131980810.128.623000.98080.830.731/3594.3.6%0.9212190899.367.973000.90890.870.761/3455.2.8%0.9111183708.567.283000.83700.900.781/3347.2.1%0.8910176517.736.553000.76510.920.801/3267.1.2%0.889169326.865.803000.69320.930.811/3216.0.2%0.868162135.975.043000.62130.940.811/3198.1.3%0.857154945.064.263000.54940.930.801/3227.3.1%0.836147754.153.483000.47750.910.781/3314.6.1%0.805140563.262.723000.40560.850.731/3513.10.7%0.764133372.412.013000.33370.770.651/3917.12.8%0.703126221.651.363000.26220.670.571/4470.20.6%0.662119070.980.813000.19070.530.441/5630.47.2%0.601110110.450.375100.10110.450.371/9999.93.2%0.38Y方向最大层间位移角:1/3198.(第8层第1塔)===工况6===Y双向地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011375111.8411.543000.137510.560.521/5313.1.1%1.001911366911.3511.082400.136690.440.421/5466.1.1%0.781811342013.3811.563000.134200.620.561/4823.5.8%0.851711269012.8311.073000.126900.670.601/4496.6.1%0.891611196512.2510.553000.119650.720.631/4189.5.8%0.931511124611.639.993000.112460.760.671/3923.5.0%0.941411052710.969.403000.105270.810.711/3708.4.2%0.93131980810.248.773000.98080.850.741/3538.3.5%0.9212190899.488.113000.90890.880.771/3405.2.7%0.9011183708.677.403000.83700.910.791/3301.2.0%0.8910176517.836.673000.76510.930.811/3225.1.2%0.889169326.955.923000.69320.940.821/3176.0.2%0.868162136.055.143000.62130.950.831/3158.1.3%0.857154945.134.353000.54940.940.821/3186.3.0%0.836147754.223.563000.47750.920.801/3270.6.0%0.805140563.312.793000.40560.870.751/3463.10.5%0.764133372.462.063000.33370.780.671/3855.12.5%0.703126221.681.413000.26220.680.581/4392.20.1%0.662119071.000.833000.19070.540.461/5517.46.0%0.601110110.460.385100.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼10110.460.381/9999.91.1%0.38Y方向最大层间位移角:1/3158.(第8层第1塔)===工况7===Y+偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011375111.6311.613000.137510.550.521/5432.1.2%1.001911367411.1511.142400.136690.430.421/5550.0.1%0.781811342011.2511.003000.134040.560.531/5312.6.0%0.841711269010.7810.543000.126740.600.571/5022.6.3%0.891611196510.2810.043000.119490.630.601/4742.6.0%0.92151112469.759.513000.112300.670.641/4494.5.3%0.94141105279.188.953000.105110.700.671/4289.4.5%0.9313198088.568.353000.97920.730.711/4123.3.7%0.9212190897.927.713000.90730.750.731/3992.2.9%0.9111183707.237.033000.83540.770.751/3891.2.1%0.8910176516.526.333000.76350.790.771/3818.1.2%0.889169325.785.603000.69160.790.781/3778.0.2%0.868162135.024.863000.62130.800.781/3769.1.4%0.857154944.254.103000.54940.790.781/3813.3.2%0.836147753.483.353000.47750.760.751/3924.6.4%0.805140562.732.623000.40560.720.701/4173.11.1%0.764133372.021.923000.33370.640.631/4670.13.3%0.703126221.381.313000.26220.560.541/5345.21.5%0.662119070.820.773000.19070.440.421/6748.49.5%0.601110110.370.355100.10110.370.351/9999.95.8%0.37Y方向最大层间位移角:1/3769.(第8层第1塔)===工况8===Y-偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011375112.0311.433000.137510.560.521/5325.1.7%1.001911366911.5410.972400.136690.440.411/5442.1.5%0.781811342015.2111.563000.134200.690.561/4349.5.8%0.851711269014.6011.073000.126900.740.591/4044.6.2%0.901611196513.9510.553000.119650.800.631/3755.5.8%0.931511124613.2510.003000.112460.860.671/3504.5.1%0.941411052712.509.413000.105270.910.711/3302.4.3%0.93131980811.698.783000.98080.960.741/3140.3.5%0.92121908910.838.113000.90891.000.771/3014.2.8%0.9111183709.927.413000.83701.030.791/2915.2.0%0.8910176518.966.673000.76511.060.811/2841.1.2%0.889169327.965.923000.69321.070.821/2792.0.2%0.868162136.935.143000.62131.080.831/2771.1.3%0.857154945.884.343000.54941.070.821/2792.3.0%0.836147754.833.563000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼47751.050.791/2862.6.0%0.805140563.802.783000.40560.990.751/3027.10.5%0.764133372.822.053000.33370.890.671/3364.12.5%0.703126221.931.403000.26220.780.581/3830.20.1%0.672119071.150.833000.19070.620.451/4813.45.9%0.601110110.530.385100.10110.530.381/9667.92.3%0.38Y方向最大层间位移角:1/2771.(第8层第1塔)===工况9===X方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX201137837.687.561.023000.137830.270.261.041/9999.0.9%1.00191137167.417.301.012400.137160.220.211.031/9999.5.8%0.78181136167.547.101.063000.136160.250.251.021/9999.8.1%0.79171128867.286.851.063000.128860.280.271.031/9999.8.7%0.87161121597.016.581.073000.121590.300.301.031/9838.9.3%0.94151114406.706.281.073000.114400.340.321.041/8952.9.0%0.99141107216.375.961.073000.107210.370.351.041/8184.8.4%0.99131100026.005.611.073000.100020.400.381.041/7536.7.5%0.9812192835.605.231.073000.92830.430.411.051/7001.6.5%0.9711185645.174.821.073000.85640.460.441.051/6568.5.4%0.9510178454.724.381.083000.78450.480.461.051/6226.4.1%0.949171264.233.921.083000.71260.500.481.051/5970.2.8%0.928164073.733.441.083000.64070.520.491.051/5797.0.9%0.897156883.212.951.093000.56880.520.501.051/5730.0.6%0.876149692.692.461.103000.49690.520.491.061/5740.3.0%0.845142502.171.961.103000.42500.510.481.071/5881.6.1%0.814135311.661.481.123000.35310.480.451.081/6198.10.2%0.773128161.171.041.133000.28160.440.401.101/6767.18.3%0.712121010.730.631.163000.21120.370.331.131/8041.47.3%0.631113860.360.301.205100.13860.360.301.201/9999.99.1%0.41X方向最大层间位移角:1/5730.(第7层第1塔)X方向最大位移与层平均位移的比值:1.20(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.20(第1层第1塔)===工况10===Y方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY201137519.839.601.023000.137510.380.361.071/7859.1.2%1.00191136699.459.241.022400.136690.300.291.041/8025.1.0%0.781811342010.419.121.143000.134200.390.361.081/7708.6.1%0.831711269010.028.771.143000.126900.420.381.091/7203.7.6%0.88161119659.608.391.153000.119650.450.411.101/6637.8.3%0.93151112469.157.971.153000.112460.490.451.111/6082.8.1%0.97141105278.667.531.153000.105270.540.481.111/5589.7.5%0.9713198088.127.051.153000.98080.580.521.121/5169.6.7%0.9712190897.546.531.163000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼90890.620.561.121/4821.5.7%0.9611183706.925.981.163000.83700.660.591.121/4541.4.6%0.9410176516.265.391.163000.76510.690.611.131/4324.3.3%0.929169325.564.781.173000.69320.720.641.131/4168.1.7%0.908162134.844.141.173000.62130.740.651.141/4075.0.3%0.887154944.113.501.183000.54940.740.651.141/4062.2.4%0.856147753.372.851.183000.47750.730.631.151/4135.5.8%0.825140562.642.221.193000.40560.690.591.161/4358.10.9%0.774133371.961.631.203000.33370.620.531.171/4842.13.4%0.713126221.341.101.213000.26220.540.461.191/5530.21.8%0.662119070.790.651.223000.19070.430.361.211/6972.50.2%0.601110110.360.291.245100.10110.360.291.241/9999.99.3%0.38Y方向最大层间位移角:1/4062.(第7层第1塔)Y方向最大位移与层平均位移的比值:1.24(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.24(第1层第1塔)===工况11===竖向恒载作用下的楼层最大位移FloorTowerJmaxMax-(Z)20113769-2.3119113681-1.5818113613-3.9517112883-3.8816112156-4.5215111437-4.9514110718-5.331319999-5.631219280-5.841118561-5.981017842-6.04917123-6.02816404-5.93715685-5.74614966-5.50514247-5.20413528-4.81312813-4.37212098-3.87111038-6.14===工况12===竖向活载作用下的楼层最大位移FloorTowerJmaxMax-(Z)20113761-0.9819113681-1.0818113613-1.7117112883-1.7716112156-1.7615111437-1.7414110718-1.711319999-1.671219280-1.631118561-1.581017842-1.52917123-1.45816404-1.38715685-1.29614966-1.20514247-1.11413528-1.00312813-0.90212098-0.77111038-1.00===工况13===X方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011378312.3312.241.013000.137770.530.511.031911371611.8011.721.012400.137160.420.411.02110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1811361611.6011.321.033000.132970.500.491.011711288611.1110.821.033000.128860.530.531.001611215910.5810.291.033000.121590.570.571.011511144010.019.731.033000.114400.610.601.01141107219.409.131.033000.107210.640.631.02131100028.758.491.033000.100020.670.661.0112192838.087.831.033000.92830.700.691.0111185647.387.141.033000.85640.720.711.0110178456.676.431.043000.78450.730.731.019171265.935.711.043000.71260.740.741.018164075.194.971.043000.64070.750.741.017156884.444.231.053000.56880.740.731.016149693.693.501.063000.49690.730.721.025142502.962.781.073000.42500.710.691.024135312.252.091.083000.35310.670.641.043128161.591.451.103000.28160.610.571.062121010.980.871.123000.21010.510.461.101113860.480.411.175100.13860.480.411.17X方向最大位移与层平均位移的比值:1.17(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.17(第1层第1塔)===工况14===X+偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011375112.7312.291.043000.137550.520.521.001911366912.2211.781.042400.136690.420.421.011811329713.1711.321.163000.132970.580.501.181711256712.5910.821.163000.125670.620.531.171611184211.9610.291.163000.118420.660.571.171511112311.309.721.163000.111230.700.601.171411040410.609.121.163000.104040.740.631.1713196859.868.491.163000.96850.780.661.1712189669.087.831.163000.89660.810.691.1811182478.277.141.163000.82470.840.711.1810175287.436.431.163000.75280.860.731.189168096.585.701.153000.68090.870.741.188160905.704.961.153000.60900.880.741.187153714.834.221.143000.53710.870.741.186146523.963.491.143000.46520.850.721.185139333.112.771.123000.39330.810.691.174132142.302.081.113000.32140.740.641.153124991.561.431.093000.24990.640.571.132117840.920.871.063000.17840.500.461.091110110.420.411.035100.10110.420.411.03110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼X方向最大位移与层平均位移的比值:1.16(第18层第1塔)X方向最大层间位移与平均层间位移的比值:1.18(第8层第1塔)===工况15===X-偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011378312.8012.181.053000.137770.550.511.061911371612.2611.671.052400.137160.440.411.051811361613.7411.311.213000.136160.580.491.171711288613.1610.821.223000.128860.630.531.181611215912.5410.291.223000.121590.670.571.191511144011.869.731.223000.114400.720.601.201411072111.159.131.223000.107210.760.631.201311000210.398.501.223000.100020.800.661.2012192839.597.831.223000.92830.830.691.2011185648.767.151.233000.85640.850.711.2010178457.916.441.233000.78450.870.721.209171267.045.721.233000.71260.890.741.218164076.154.981.243000.64070.890.741.217156885.264.241.243000.56880.890.731.216149694.373.511.253000.49690.870.721.215142503.502.791.263000.42500.840.691.224135312.662.101.273000.35310.790.641.233128161.871.461.283000.28160.720.571.252121011.150.881.303000.21010.600.461.281113860.560.411.375100.13860.560.411.37X方向最大位移与层平均位移的比值:1.37(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.37(第1层第1塔)===工况16===Y方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011375113.7013.551.013000.137510.670.621.071911366913.0312.921.012400.136690.510.491.041811342013.1412.511.053000.134200.610.601.021711269012.5211.911.053000.126900.650.631.021611196511.8711.281.053000.119650.690.671.031511124611.1810.611.053000.112460.730.711.031411052710.469.901.063000.105270.770.741.0413198089.699.161.063000.98080.800.771.0412190898.898.401.063000.90890.820.791.0411183708.077.601.063000.83700.850.811.0410176517.226.791.063000.76510.860.831.049169326.365.961.073000.69320.870.831.048162135.495.131.073000.62130.870.831.057154944.624.301.073000.54940.860.821.05110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼6147753.763.491.083000.47750.830.791.065140562.932.701.093000.40560.780.731.064133372.151.971.093000.33370.690.651.073126221.461.331.103000.26220.600.551.082119070.860.771.113000.19070.470.431.101110110.390.351.135100.10110.390.351.13Y方向最大位移与层平均位移的比值:1.13(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.13(第1层第1塔)===工况17===Y+偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011375613.8313.651.013000.137510.660.621.061911367413.2313.021.022400.136690.500.501.021811340413.8012.331.123000.134040.670.591.121711267413.1311.731.123000.126740.700.631.121611194912.4311.111.123000.119490.740.661.121511123011.6910.451.123000.112300.780.701.121411051110.919.751.123000.105110.820.731.12131979210.099.021.123000.97920.850.761.1212190739.248.261.123000.90730.880.781.1211183548.367.481.123000.83540.900.801.1210176357.466.681.123000.76350.920.821.129169166.555.861.123000.69160.920.821.128161975.625.041.113000.61970.920.821.127154784.704.221.113000.54780.900.801.126147593.803.421.113000.47590.860.771.125140402.942.651.113000.40400.800.721.124133212.131.931.113000.33210.710.631.113126061.431.301.103000.26060.600.541.112118910.830.761.093000.18910.460.421.101111760.370.341.095100.11760.370.341.09Y方向最大位移与层平均位移的比值:1.12(第18层第1塔)Y方向最大层间位移与平均层间位移的比值:1.12(第10层第1塔)===工况18===Y-偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011375113.9313.451.043000.137510.670.621.091911366913.2612.831.032400.136690.520.491.051811342015.4212.691.213000.134200.710.611.161711269014.7212.091.223000.126900.750.641.171611196513.9611.441.223000.119650.800.681.181511124613.1710.771.223000.112460.850.721.181411052712.3210.051.233000.105270.890.751.19131980811.439.311.233000.98080.930.781.19110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼121908910.508.531.233000.90890.960.811.1911183709.547.731.233000.83700.990.831.2010176518.556.901.243000.76511.010.841.209169327.546.061.243000.69321.020.851.218162136.525.221.253000.62131.020.841.217154945.494.381.263000.54941.010.831.226147754.483.551.263000.47750.980.801.235140563.502.751.273000.40560.920.741.244133372.582.011.283000.33370.820.661.253126221.751.351.303000.26220.720.561.272119071.040.791.313000.19070.570.441.301110110.470.351.335100.10110.470.351.33Y方向最大位移与层平均位移的比值:1.33(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.33(第1层第1塔)（二）46~88轴1．结构设计信息///////////////////////////////////////////////////////////////////////////|公司名称:||||建筑结构的总信息||SATWE中文版||2012年7月20日16时15分||文件名:WMASS.OUT||||工程名称:设计人:||工程代号:校核人:日期:2013/11/12|///////////////////////////////////////////////////////////////////////////总信息..............................................结构材料信息:钢砼结构混凝土容重(kN/m3):Gc=27.00钢材容重(kN/m3):Gs=78.00水平力的夹角(Degree)ARF=0.00地下室层数:MBASE=0竖向荷载计算信息:按模拟施工1加荷计算风荷载计算信息:计算X,Y两个方向的风荷载地震力计算信息:计算X,Y两个方向的地震力“规定水平力”计算方法:楼层剪力差方法(规范方法)结构类别:剪力墙结构裙房层数:MANNEX=0转换层所在层号：MCHANGE=0嵌固端所在层号：MQIANGU=1墙元细分最大控制长度(m)DMAX=1.00弹性板与梁变形是否协调是墙元网格:侧向出口结点是否对全楼强制采用刚性楼板假定是地下室是否强制采用刚性楼板假定:是墙梁跨中节点作为刚性楼板的从节点是计算墙倾覆力矩时只考虑腹板和有效翼缘否采用的楼层刚度算法层间剪力比层间位移算法结构所在地区全国风荷载信息..........................................修正后的基本风压(kN/m2):WO=0.30风荷载作用下舒适度验算风压(kN/m2):WOC=0.20地面粗糙程度:B类结构X向基本周期（秒）:Tx=1.52结构Y向基本周期（秒）:Ty=1.72是否考虑顺风向风振:是风荷载作用下结构的阻尼比(%):WDAMP=5.00风荷载作用下舒适度验算阻尼比(%):WDAMPC=2.00是否计算横风向风振:否是否计算扭转风振:否承载力设计时风荷载效应放大系数:WENL=1.00体形变化分段数:MPART=1各段最高层号:NSTi=20各段体形系数:USi=1.30110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼地震信息............................................振型组合方法(CQC耦联;SRSS非耦联)CQC计算振型数:NMODE=18地震烈度:NAF=6.00场地类别:KD=II设计地震分组:一组特征周期TG=0.35地震影响系数最大值Rmax1=0.04用于12层以下规则砼框架结构薄弱层验算的地震影响系数最大值Rmax2=0.28框架的抗震等级:NF=4剪力墙的抗震等级:NW=4钢框架的抗震等级:NS=4抗震构造措施的抗震等级:NGZDJ=不改变重力荷载代表值的活载组合值系数:RMC=0.50周期折减系数:TC=0.90结构的阻尼比(%):DAMP=5.00中震(或大震)设计:MID=不考虑是否考虑偶然偏心:是是否考虑双向地震扭转效应:是按主振型确定地震内力符号:否斜交抗侧力构件方向的附加地震数=0活荷载信息..........................................考虑活荷不利布置的层数从第1到20层柱、墙活荷载是否折减不折算传到基础的活荷载是否折减不折算考虑结构使用年限的活荷载调整系数1.00调整信息........................................梁刚度放大系数是否按2010规范取值：是托墙梁刚度增大系数：BK_TQL=1.00梁端弯矩调幅系数：BT=0.85梁活荷载内力增大系数：BM=1.00连梁刚度折减系数：BLZ=0.60梁扭矩折减系数：TB=0.40全楼地震力放大系数：RSF=1.000.2Vo调整分段数：VSEG=1第1段起始和终止层号：KQ1=1,KQ2=180.2Vo调整上限：KQ_L=2.00框支柱调整上限：KZZ_L=5.00顶塔楼内力放大起算层号：NTL=0顶塔楼内力放大：RTL=1.00框支剪力墙结构底部加强区剪力墙抗震等级自动提高一级:是实配钢筋超配系数CPCOEF91=1.15是否按抗震规范5.2.5调整楼层地震力IAUTO525=1弱轴方向的动位移比例因子XI1=0.00强轴方向的动位移比例因子XI2=0.00是否调整与框支柱相连的梁内力IREGU_KZZB=0薄弱层判断方式：按高规和抗规从严判断强制指定的薄弱层个数NWEAK=0薄弱层地震内力放大系数WEAKCOEF=1.25强制指定的加强层个数NSTREN=0配筋信息........................................梁箍筋强度(N/mm2):JB=270柱箍筋强度(N/mm2):JC=270墙水平分布筋强度(N/mm2):FYH=270墙竖向分布筋强度(N/mm2):FYW=270边缘构件箍筋强度(N/mm2):JWB=270梁箍筋最大间距(mm):SB=100.00柱箍筋最大间距(mm):SC=100.00墙水平分布筋最大间距(mm):SWH=150.00墙竖向分布筋配筋率(%):RWV=0.30结构底部单独指定墙竖向分布筋配筋率的层数:NSW=0结构底部NSW层的墙竖向分布配筋率:RWV1=0.60梁抗剪配筋采用交叉斜筋时箍筋与对角斜筋的配筋强度比:RGX=1.00设计信息........................................结构重要性系数:RWO=1.00柱计算长度计算原则:有侧移梁端在梁柱重叠部分简化:不作为刚域柱端在梁柱重叠部分简化:不作为刚域是否考虑P-Delt效应：否柱配筋计算原则:按单偏压计算按高规或高钢规进行构件设计:是钢构件截面净毛面积比:RN=0.50梁保护层厚度(mm):BCB=20.00柱保护层厚度(mm):ACA=20.00剪力墙构造边缘构件的设计执行高规7.2.16-4:是框架梁端配筋考虑受压钢筋:是结构中的框架部分轴压比限值按纯框架结构的规定采用:否110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼当边缘构件轴压比小于抗规6.4.5条规定的限值时一律设置构造边缘构件:是是否按混凝土规范B.0.4考虑柱二阶效应:否荷载组合信息........................................恒载分项系数:CDEAD=1.20活载分项系数:CLIVE=1.40风荷载分项系数:CWIND=1.40水平地震力分项系数:CEA_H=1.30竖向地震力分项系数:CEA_V=0.50温度荷载分项系数:CTEMP=1.40吊车荷载分项系数:CCRAN=1.40特殊风荷载分项系数:CSPW=1.40活荷载的组合值系数:CD_L=0.70风荷载的组合值系数:CD_W=0.60重力荷载代表值效应的活荷组合值系数:CEA_L=0.50重力荷载代表值效应的吊车荷载组合值系数:CEA_C=0.50吊车荷载组合值系数:CD_C=0.70温度作用的组合值系数:仅考虑恒载、活载参与组合:CD_TDL=0.60考虑风荷载参与组合:CD_TW=0.00考虑地震作用参与组合:CD_TE=0.00砼构件温度效应折减系数:CC_T=0.30剪力墙底部加强区的层和塔信息.......................层号塔号1121用户指定薄弱层的层和塔信息.........................层号塔号用户指定加强层的层和塔信息.........................层号塔号约束边缘构件与过渡层的层和塔信息...................层号塔号类别11约束边缘构件层21约束边缘构件层31约束边缘构件层**********************************************************各层的质量、质心坐标信息**********************************************************层号塔号质心X质心Y质心Z恒载质量活载质量附加质量质量比(m)(m)(t)(t)2010.2413.97361.50090.01.20.00.861910.2053.82758.50093.811.80.00.10181-0.0034.53956.100994.860.40.01.14171-0.0204.54253.100854.668.20.01.00161-0.0204.54250.100854.668.20.01.00151-0.0204.54247.100854.668.20.01.00141-0.0204.54244.100854.668.20.01.00131-0.0204.54241.100854.668.20.01.00121-0.0204.54238.100854.668.20.01.00111-0.0204.54235.100854.668.20.01.00101-0.0204.54232.100854.668.20.01.0091-0.0204.54229.100854.668.20.01.0081-0.0204.54226.100854.668.20.01.00710.0024.55423.100852.668.00.01.00610.0024.55420.100852.668.00.01.00510.0024.55417.100852.668.00.01.0041-0.0044.58414.100856.863.10.01.0031-0.0044.58411.100856.863.10.01.00110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼21-0.0044.5848.100857.563.10.00.58110.0341.0205.1001488.195.80.01.00活载产生的总质量(t):1244.423恒载产生的总质量(t):16341.548附加总质量(t):0.000结构的总质量(t):17585.971恒载产生的总质量包括结构自重和外加恒载结构的总质量包括恒载产生的质量和活载产生的质量和附加质量活载产生的总质量和结构的总质量是活载折减后的结果(1t=1000kg)**********************************************************各层构件数量、构件材料和层高**********************************************************层号(标准层号)塔号梁元数柱元数墙元数层高累计高度(混凝土/主筋)(混凝土/主筋)(混凝土/主筋)(m)(m)1(1)1298(30/360)9(40/360)136(40/360)5.1005.1002(2)1205(30/360)0(30/360)137(40/360)3.0008.1003(2)1205(30/360)0(30/360)137(40/360)3.00011.1004(2)1205(30/360)0(30/360)137(40/360)3.00014.1005(3)1208(30/360)0(30/360)136(35/360)3.00017.1006(3)1208(30/360)0(30/360)136(35/360)3.00020.1007(3)1208(30/360)0(30/360)136(35/360)3.00023.1008(4)1208(30/360)0(30/360)136(30/360)3.00026.1009(4)1208(30/360)0(30/360)136(30/360)3.00029.10010(4)1208(30/360)0(30/360)136(30/360)3.00032.10011(4)1208(30/360)0(30/360)136(30/360)3.00035.10012(4)1208(30/360)0(30/360)136(30/360)3.00038.10013(4)1208(30/360)0(30/360)136(30/360)3.00041.10014(4)1208(30/360)0(30/360)136(30/360)3.00044.10015(4)1208(30/360)0(30/360)136(30/360)3.00047.10016(4)1208(30/360)0(30/360)136(30/360)3.00050.10017(4)1208(30/360)0(30/360)136(30/360)3.00053.10018(5)1208(30/360)0(30/360)136(30/360)3.00056.10019(6)121(30/360)0(30/360)16(30/360)2.40058.50020(7)124(30/360)0(30/360)12(30/360)3.00061.500**********************************************************风荷载信息**********************************************************层号塔号风荷载X剪力X倾覆弯矩X风荷载Y剪力Y倾覆弯矩Y20123.6723.771.018.7218.756.219118.4042.1172.017.4436.2142.918195.92138.0586.088.94125.1518.217193.19231.21279.586.39211.51152.716190.46321.62244.483.86295.42038.815187.73409.43472.581.33376.73168.814184.99494.44955.678.78455.54535.213182.22576.66685.476.21531.76130.112179.41656.08653.473.60605.37945.911176.55732.510851.070.94676.29974.610173.62806.213269.568.22744.412207.89170.60876.815899.865.42809.814637.48167.46944.218732.562.50872.317254.47164.171008.421757.759.45931.820049.86160.691069.124964.956.22988.023013.85156.961126.028343.052.761040.826136.14152.891178.931879.848.991089.829405.43148.341227.335561.644.771134.532809.02145.441272.739379.742.081176.636338.81180.761353.546282.568.651245.342689.6===========================================================================各楼层偶然偏心信息===========================================================================层号塔号X向偏心Y向偏心110.050.05210.050.05310.050.05410.050.05510.050.05610.050.05710.050.05110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼810.050.05910.050.051010.050.051110.050.051210.050.051310.050.051410.050.051510.050.051610.050.051710.050.051810.050.051910.050.052010.050.05===========================================================================各楼层等效尺寸(单位:m,m**2)===========================================================================层号塔号面积形心X形心Y等效宽B等效高H最大宽BMAX最小宽BMIN11937.000.000.6928.6833.5233.5228.6821657.300.004.7124.3429.1229.1224.3431657.300.004.7124.3429.1229.1224.3441657.300.004.7124.3429.1229.1224.3451657.300.004.7124.3429.1229.1224.3461657.300.004.7124.3429.1229.1224.3471657.300.004.7124.3429.1229.1224.3481657.300.004.7124.3429.1229.1224.3491657.300.004.7124.3429.1229.1224.34101657.300.004.7124.3429.1229.1224.34111657.300.004.7124.3429.1229.1224.34121657.300.004.7124.3429.1229.1224.34131657.300.004.7124.3429.1229.1224.34141657.300.004.7124.3429.1229.1224.34151657.300.004.7124.3429.1229.1224.34161657.300.004.7124.3429.1229.1224.34171657.300.004.7124.3429.1229.1224.34181657.300.004.7124.3429.1229.1224.3419148.480.213.816.537.407.406.5320145.600.003.806.007.607.606.00===========================================================================各楼层的单位面积质量分布(单位:kg/m**2)===========================================================================层号塔号单位面积质量g[i]质量比max(g[i]/g[i-1],g[i]/g[i+1])111690.401.21211400.631.00311399.521.00411399.521.00511400.511.00611400.511.00711400.511.00811403.941.00911403.941.001011403.941.001111403.941.001211403.941.001311403.941.001411403.941.001511403.941.001611403.941.001711403.961.001811605.231.141912178.541.362012000.391.00===========================================================================计算信息===========================================================================计算日期:2013.11.12开始时间:20:11:51可用内存:1953.00MB第一步:数据预处理第二步:计算每层刚度中心、自由度、质量等信息第三步:地震作用分析第四步:风及竖向荷载分析第五步:计算杆件内力110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼结束日期:2013.11.12时间:20:16:30总用时:0:4:39===========================================================================各层刚心、偏心率、相邻层侧移刚度比等计算信息FloorNo:层号TowerNo:塔号Xstif，Ystif:刚心的X，Y坐标值Alf:层刚性主轴的方向Xmass，Ymass:质心的X，Y坐标值Gmass:总质量Eex，Eey:X，Y方向的偏心率Ratx，Raty:X，Y方向本层塔侧移刚度与下一层相应塔侧移刚度的比值(剪切刚度)Ratx1，Raty1:X，Y方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值或上三层平均侧移刚度80%的比值中之较小者Ratx2，Raty2:X，Y方向本层塔侧移刚度与上一层相应塔侧移刚度90%、110%或者150%比值110%指当本层层高大于相邻上层层高1.5倍时，150%指嵌固层RJX1，RJY1，RJZ1:结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)RJX3，RJY3，RJZ3:结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)===========================================================================FloorNo.1TowerNo.1Xstif=0.3965(m)Ystif=3.1320(m)Alf=0.0008(Degree)Xmass=0.0345(m)Ymass=1.0196(m)Gmass(活荷折减)=1679.7122(1583.9091)(t)Eex=0.0246Eey=0.2041Ratx=1.0000Raty=1.0000Ratx1=1.6290Raty1=1.8302Ratx2=1.2923Raty2=1.4520薄弱层地震剪力放大系数=1.00RJX1=3.5808E+07(kN/m)RJY1=5.1904E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=4.3867E+06(kN/m)RJY3=5.0244E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=8.6013E+05(kN/m)RJY3/H=9.8518E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.2TowerNo.1Xstif=0.4506(m)Ystif=3.2094(m)Alf=0.0282(Degree)Xmass=-0.0037(m)Ymass=4.5838(m)Gmass(活荷折减)=983.7210(920.6265)(t)Eex=0.0301Eey=0.1330Ratx=1.3433Raty=1.3566Ratx1=1.7972Raty1=1.9172Ratx2=1.4049Raty2=1.4911薄弱层地震剪力放大系数=1.00RJX1=4.8100E+07(kN/m)RJY1=7.0415E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=3.8470E+06(kN/m)RJY3=3.9218E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=1.2823E+06(kN/m)RJY3/H=1.3073E+06(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.3TowerNo.1Xstif=0.4497(m)Ystif=3.2080(m)Alf=0.0008(Degree)Xmass=-0.0042(m)Ymass=4.5841(m)Gmass(活荷折减)=982.9918(919.8973)(t)Eex=0.0300Eey=0.1331Ratx=0.9964Raty=0.9969Ratx1=1.5945Raty1=1.7397Ratx2=1.2860Raty2=1.3531薄弱层地震剪力放大系数=1.00RJX1=4.7927E+07(kN/m)RJY1=7.0198E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=3.0426E+06(kN/m)RJY3=2.9223E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=1.0142E+06(kN/m)RJY3/H=9.7410E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.4TowerNo.1Xstif=0.4503(m)Ystif=3.2058(m)Alf=0.0008(Degree)Xmass=-0.0042(m)Ymass=4.5841(m)Gmass(活荷折减)=982.9918(919.8973)(t)Eex=0.0301Eey=0.1333Ratx=1.0000Raty=1.0000Ratx1=1.5012Raty1=1.6523Ratx2=1.2399Raty2=1.3215薄弱层地震剪力放大系数=1.00RJX1=4.7927E+07(kN/m)RJY1=7.0198E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.6289E+06(kN/m)RJY3=2.3997E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=8.7630E+05(kN/m)RJY3/H=7.9989E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.5TowerNo.1Xstif=0.3669(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=0.0016(m)Ymass=4.5537(m)Gmass(活荷折减)=988.5372(920.5507)(t)Eex=0.0250Eey=0.1451Ratx=0.9692Raty=0.9273Ratx1=1.4365Raty1=1.5248Ratx2=1.2057Raty2=1.2533薄弱层地震剪力放大系数=1.00RJX1=4.6453E+07(kN/m)RJY1=6.5099E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.3558E+06(kN/m)RJY3=2.0177E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=7.8525E+05(kN/m)RJY3/H=6.7255E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.6TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=0.0016(m)Ymass=4.5537(m)Gmass(活荷折减)=988.5372(920.5507)(t)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Eex=0.0249Eey=0.1451Ratx=1.0000Raty=1.0000Ratx1=1.3927Raty1=1.4479Ratx2=1.1824Raty2=1.2121薄弱层地震剪力放大系数=1.00RJX1=4.6453E+07(kN/m)RJY1=6.5099E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.1710E+06(kN/m)RJY3=1.7888E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=7.2368E+05(kN/m)RJY3/H=5.9626E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.7TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=0.0016(m)Ymass=4.5537(m)Gmass(活荷折减)=988.5372(920.5507)(t)Eex=0.0249Eey=0.1451Ratx=1.0000Raty=1.0000Ratx1=1.3621Raty1=1.3982Ratx2=1.1692Raty2=1.1881薄弱层地震剪力放大系数=1.00RJX1=4.6453E+07(kN/m)RJY1=6.5099E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.0401E+06(kN/m)RJY3=1.6398E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.8003E+05(kN/m)RJY3/H=5.4660E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.8TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)Eex=0.0263Eey=0.1440Ratx=0.9524Raty=0.9524Ratx1=1.3354Raty1=1.3601Ratx2=1.1539Raty2=1.1676薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.9387E+06(kN/m)RJY3=1.5336E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.4623E+05(kN/m)RJY3/H=5.1119E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.9TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.3197Raty1=1.3348Ratx2=1.1454Raty2=1.1541薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.8669E+06(kN/m)RJY3=1.4594E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.2229E+05(kN/m)RJY3/H=4.8648E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.10TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9990(922.8024)(t)Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.3108Raty1=1.3185Ratx2=1.1392Raty2=1.1446薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.8110E+06(kN/m)RJY3=1.4050E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.0368E+05(kN/m)RJY3/H=4.6834E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.11TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.3114Raty1=1.3127Ratx2=1.1361Raty2=1.1382薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.7663E+06(kN/m)RJY3=1.3639E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.8877E+05(kN/m)RJY3/H=4.5462E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.12TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.3262Raty1=1.3218Ratx2=1.1376Raty2=1.1372薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.7275E+06(kN/m)RJY3=1.3314E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.7585E+05(kN/m)RJY3/H=4.4379E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.13TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.3642Raty1=1.3531Ratx2=1.1458Raty2=1.1435薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.6873E+06(kN/m)RJY3=1.3008E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.6243E+05(kN/m)RJY3/H=4.3361E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.14TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.4506Raty1=1.4289Ratx2=1.1643Raty2=1.1586薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.6362E+06(kN/m)RJY3=1.2640E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.4540E+05(kN/m)RJY3/H=4.2133E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.15TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.5486Raty1=1.5338Ratx2=1.2045Raty2=1.1930薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.5614E+06(kN/m)RJY3=1.2122E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.2047E+05(kN/m)RJY3/H=4.0407E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.16TowerNo.1Xstif=0.3659(m)Ystif=3.0660(m)Alf=0.0009(Degree)Xmass=-0.0197(m)Ymass=4.5417(m)Gmass(活荷折减)=990.9991(922.8026)(t)Eex=0.0263Eey=0.1440Ratx=1.0000Raty=1.0000Ratx1=1.6758Raty1=1.6527Ratx2=1.3034Raty2=1.2855薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.4404E+06(kN/m)RJY3=1.1291E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=4.8013E+05(kN/m)RJY3/H=3.7635E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.17TowerNo.1Xstif=0.3352(m)Ystif=3.1537(m)Alf=0.0009(Degree)Xmass=-0.0200(m)Ymass=4.5418(m)Gmass(活荷折减)=991.0178(922.8213)(t)Eex=0.0246Eey=0.1375Ratx=1.0000Raty=1.0000Ratx1=2.0158Raty1=2.0011Ratx2=1.5678Raty2=1.5564薄弱层地震剪力放大系数=1.00RJX1=4.4240E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.2279E+06(kN/m)RJY3=9.7592E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=4.0929E+05(kN/m)RJY3/H=3.2531E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.18TowerNo.1Xstif=0.3719(m)Ystif=3.1661(m)Alf=0.0012(Degree)Xmass=-0.0028(m)Ymass=4.5387(m)Gmass(活荷折减)=1115.4730(1055.1123)(t)Eex=0.0263Eey=0.1342Ratx=0.9982Raty=1.0000Ratx1=5.0313Raty1=4.7073Ratx2=4.8916Raty2=4.5766薄弱层地震剪力放大系数=1.00RJX1=4.4160E+07(kN/m)RJY1=6.1999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=8.7019E+05(kN/m)RJY3=6.9669E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=2.9006E+05(kN/m)RJY3/H=2.3223E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.19TowerNo.1Xstif=0.8921(m)Ystif=5.5978(m)Alf=0.0132(Degree)Xmass=0.2053(m)Ymass=3.8269(m)Gmass(活荷折减)=117.4525(105.6143)(t)Eex=0.2650Eey=0.7065Ratx=0.2581Raty=0.1774Ratx1=3.1207Raty1=2.9622Ratx2=1.9418Raty2=1.8432薄弱层地震剪力放大系数=1.00RJX1=1.1400E+07(kN/m)RJY1=1.0999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.4708E+05(kN/m)RJY3=2.1143E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=1.0295E+05(kN/m)RJY3/H=8.8097E+04(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.20TowerNo.1Xstif=2.6083(m)Ystif=5.4973(m)Alf=-0.0014(Degree)Xmass=0.2410(m)Ymass=3.9730(m)Gmass(活荷折减)=92.4287(91.2167)(t)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Eex=0.7328Eey=0.3590Ratx=0.6175Raty=0.4509Ratx1=1.0000Raty1=1.0000Ratx2=1.0000Raty2=1.0000薄弱层地震剪力放大系数=1.00RJX1=7.0400E+06(kN/m)RJY1=4.9597E+06(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.1310E+05(kN/m)RJY3=1.0196E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=3.7701E+04(kN/m)RJY3/H=3.3988E+04(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------X方向最小刚度比:1.0000(第20层第1塔)Y方向最小刚度比:1.0000(第20层第1塔)============================================================================结构整体抗倾覆验算结果============================================================================抗倾覆力矩Mr倾覆力矩Mov比值Mr/Mov零应力区(%)X风荷载2784949.555492.550.190.00Y风荷载3282171.051055.664.290.00X地震2708292.570389.538.480.00Y地震3191827.865661.648.610.00============================================================================结构舒适性验算结果(仅当满足规范适用条件时结果有效)============================================================================按高钢规计算X向顺风向顶点最大加速度(m/s2)=0.020按高钢规计算X向横风向顶点最大加速度(m/s2)=0.003按荷载规范计算X向顺风向顶点最大加速度(m/s2)=0.022按荷载规范计算X向横风向顶点最大加速度(m/s2)=0.005按高钢规计算Y向顺风向顶点最大加速度(m/s2)=0.018按高钢规计算Y向横风向顶点最大加速度(m/s2)=0.003按荷载规范计算Y向顺风向顶点最大加速度(m/s2)=0.021按荷载规范计算Y向横风向顶点最大加速度(m/s2)=0.004============================================================================结构整体稳定验算结果============================================================================X向刚重比EJd/GH**2=8.27Y向刚重比EJd/GH**2=6.69该结构刚重比EJd/GH**2大于1.4,能够通过高规(5.4.4)的整体稳定验算该结构刚重比EJd/GH**2大于2.7,可以不考虑重力二阶效应***********************************************************************楼层抗剪承载力、及承载力比值***********************************************************************Ratio_Bu:表示本层与上一层的承载力之比----------------------------------------------------------------------层号塔号X向承载力Y向承载力Ratio_Bu:X,Y----------------------------------------------------------------------2010.1394E+040.1126E+041.001.001910.2111E+040.2029E+041.511.801810.9079E+040.1378E+054.306.791710.9396E+040.1425E+051.031.031610.9404E+040.1454E+051.001.021510.9779E+040.1481E+051.041.021410.9986E+040.1511E+051.021.021310.1020E+050.1535E+051.021.021210.1042E+050.1561E+051.021.021110.1067E+050.1606E+051.021.031010.1088E+050.1643E+051.021.02910.1108E+050.1657E+051.021.01810.1122E+050.1685E+051.011.02710.1238E+050.1872E+051.101.11610.1253E+050.1928E+051.011.03510.1266E+050.1960E+051.011.02410.1386E+050.2210E+051.091.13310.1395E+050.2214E+051.011.00210.1401E+050.2099E+051.000.95110.1663E+050.2226E+051.191.06X方向最小楼层抗剪承载力之比:1.00层号:20塔号:1Y方向最小楼层抗剪承载力之比:0.95层号:2塔号:12．周期、振型、地震力======================================================================周期、地震力与振型输出文件(VSS求解器)======================================================================110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼考虑扭转耦联时的振动周期(秒)、X,Y方向的平动系数、扭转系数振型号周期转角平动系数(X+Y)扭转系数11.718586.800.99(0.00+0.99)0.0121.5338164.950.17(0.16+0.01)0.8331.5156179.100.84(0.84+0.00)0.1640.494873.990.77(0.06+0.71)0.2350.4851125.040.44(0.14+0.29)0.5660.45710.130.80(0.80+0.00)0.2070.250124.510.32(0.26+0.06)0.6880.2404100.190.97(0.03+0.94)0.0390.22874.060.71(0.71+0.00)0.29100.15627.790.45(0.44+0.01)0.55110.1459106.460.98(0.08+0.89)0.02120.140923.450.57(0.48+0.09)0.43130.1125156.600.81(0.67+0.15)0.19140.106871.350.47(0.19+0.28)0.53150.098260.980.69(0.17+0.52)0.31160.0917145.270.77(0.51+0.26)0.23170.081835.710.73(0.43+0.29)0.27180.077465.010.62(0.17+0.45)0.38地震作用最大的方向=9.173(度)============================================================仅考虑X向地震作用时的地震力Floor:层号Tower:塔号F-x-x:X方向的耦联地震力在X方向的分量F-x-y:X方向的耦联地震力在Y方向的分量F-x-t:X方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.040.80-0.081910.040.89-0.081810.478.61-9.181710.407.21-7.491610.386.87-7.201510.366.50-6.871410.346.11-6.511310.325.68-6.111210.305.22-5.671110.274.74-5.201010.244.24-4.69910.223.72-4.16810.193.19-3.62710.162.65-3.05610.132.13-2.49510.111.63-1.95410.081.18-1.44310.060.78-0.99210.030.45-0.59110.020.34-0.61振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2012.08-0.78-5.341912.24-0.85-6.0318125.32-7.15-700.3217121.40-5.91-572.2816120.57-5.63-550.1915119.65-5.32-525.6314118.63-4.99-498.2213117.51-4.64-467.8512116.30-4.26-434.5511115.00-3.87-398.5310113.62-3.45-360.079112.17-3.02-319.628110.68-2.59-277.70719.16-2.18-234.17617.64-1.75-191.74516.13-1.34-150.31414.70-0.96-110.99313.33-0.64-75.83212.08-0.36-45.03110.79-0.28-46.37110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20113.25-0.045.4019114.92-0.106.26181141.03-2.19735.96171118.73-1.93599.33161113.73-1.85574.39151108.29-1.76547.15141102.33-1.67517.0913195.85-1.57484.0012188.86-1.45447.8911181.39-1.33408.9310173.49-1.20367.449165.26-1.07323.918156.78-0.93278.947148.05-0.75232.506139.53-0.61187.405131.19-0.48143.764123.21-0.36102.923115.92-0.2567.39219.53-0.1537.64118.42-0.1135.57振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-1.14-4.832.80191-1.11-4.642.69181-11.00-39.26272.76171-7.77-26.31185.29161-5.68-17.87135.53151-3.44-9.1882.24141-1.11-0.5227.081311.187.73-27.461213.3415.19-78.551115.2521.44-123.321016.8026.16-159.19917.9129.10-184.08818.5330.13-196.65718.6429.16-195.73618.2426.60-183.52517.3922.68-160.98416.2017.87-130.35314.7112.81-95.94213.127.89-60.79111.376.34-66.29振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-3.065.175.90191-2.844.966.25181-27.2640.43672.32171-19.2727.00456.71161-14.1818.31334.10151-8.689.37202.67141-2.940.4766.461312.77-8.00-68.381218.16-15.64-194.8311112.95-22.04-305.7810116.88-26.86-394.819119.73-29.85-456.778121.36-30.88-488.287121.68-29.97-486.366120.76-27.32-456.395118.68-23.29-400.704115.70-18.31-324.703111.97-13.12-239.00217.95-8.07-151.40113.60-6.53-165.04振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-20.44-0.51-9.58191-20.22-0.29-10.14181-166.78-0.38-1070.25171-114.79-0.02-707.62110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼161-81.290.13-498.27151-46.220.25-280.53141-10.610.33-60.3913124.010.36152.6712155.990.36347.8111183.710.33514.16101105.700.27642.1591120.810.21724.5581128.310.14757.2171127.570.20737.1161119.850.13674.4951105.730.07575.254186.37-0.01450.643164.14-0.04319.232141.18-0.05192.071139.34-0.03196.25振型7的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2014.892.49-7.541914.101.98-7.0618132.9214.78-686.8817116.536.35-339.241613.42-0.17-85.15151-9.08-5.89155.37141-19.36-10.15352.10131-25.97-12.37477.23121-27.97-12.29512.84111-25.11-9.97454.97101-17.95-5.84315.0191-7.70-0.62118.06813.904.79-101.227114.929.39-303.446123.5412.54-455.705128.5313.77-534.994129.2813.00-529.443125.7310.54-448.542118.927.14-317.011110.076.15-376.96振型8的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.79-4.070.311910.58-3.23-0.241813.90-21.78-48.841711.89-9.17-24.311610.310.45-6.36151-1.178.8710.83141-2.3915.0725.09131-3.1618.2634.38121-3.3818.0637.32111-3.0214.5933.51101-2.148.5123.6591-0.890.889.47810.53-6.99-6.58711.86-13.71-21.63612.90-18.26-33.18513.50-20.02-39.48413.58-18.83-39.50313.14-15.24-33.79212.31-10.31-24.09111.59-8.98-28.83振型9的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20118.111.3913.9919115.141.1611.1418199.887.27856.5317145.652.90394.761613.49-0.3262.41151-34.64-3.07-239.41141-64.27-5.04-474.71131-81.54-6.00-611.82121-84.25-5.85-632.44111-72.32-4.65-536.39101-47.96-2.62-342.6591-15.27-0.13-86.508120.312.41186.41110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼7152.774.62426.716177.096.07596.515189.896.60670.984189.306.14641.203176.724.94525.162155.163.31358.601160.342.93414.63振型10的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-8.36-0.582.53191-5.77-0.534.22181-32.56-4.82542.59171-5.40-0.74147.7816115.902.34-150.4115130.404.29-366.2514134.384.63-444.8113126.993.33-368.4612110.730.85-166.61111-9.17-1.9892.27101-26.41-4.22322.2491-35.52-5.11447.4181-33.60-4.33426.4871-21.20-2.07265.2561-2.460.8121.265117.043.48-229.484131.535.12-406.963136.845.26-459.972132.184.19-392.291122.874.01-532.20振型11的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-3.257.76-7.60191-1.694.35-2.75181-4.5918.96-39.221710.58-0.36-6.671614.12-14.1417.331516.04-21.7033.151415.98-21.4536.771314.03-13.8827.671210.83-1.639.18111-2.6411.30-12.47101-5.3520.77-30.1491-6.4923.74-38.0481-5.7119.24-33.6471-3.228.66-18.37610.18-4.532.41513.55-16.3822.27415.93-23.3435.05316.72-23.6437.33215.81-18.6830.93117.10-18.2242.36振型12的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-15.12-4.57-21.61191-9.70-3.50-12.85181-37.75-19.43-569.06171-0.87-1.43-127.2716125.7311.55199.2415141.2419.14425.0414142.4919.68494.1613129.9413.44392.201217.902.64156.17111-16.71-9.12-135.26101-36.36-18.01-385.9991-45.08-21.15-513.3481-40.26-17.53-474.8271-23.26-8.34-281.07610.363.460.185123.9914.22282.054140.8220.62475.793146.6521.04526.412140.5216.68446.291156.6916.41615.52振型13的地震力110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20124.24-14.4054.411919.95-2.9217.39181-2.6414.14-284.97171-23.8013.44-52.80161-30.889.24109.83151-22.611.15187.48141-3.10-7.39158.8713118.69-12.7449.9612132.60-12.68-77.5611131.94-7.31-157.6610116.671.05-152.6491-6.468.83-70.4781-26.8912.7941.5971-35.0711.28122.6961-27.475.15133.3151-7.50-3.0172.924116.08-9.84-22.813132.96-12.65-100.982136.43-11.43-126.011140.08-12.24-201.60振型14的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-2.465.66-15.12191-0.231.47-5.691819.64-2.14-116.961712.74-5.459.00161-3.57-6.0994.65151-7.31-3.56123.02141-6.810.8582.95131-2.585.04-3.241212.956.99-89.871116.765.75-131.101016.871.83-104.69913.33-2.96-23.7681-1.85-6.4269.9171-5.82-6.87126.9861-6.49-4.20119.2951-3.670.3751.62411.064.76-41.35315.166.99-111.92216.606.74-132.92113.687.43-218.98振型15的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2016.298.508.981913.083.565.991810.496.29141.61171-6.96-9.17-10.39161-9.33-16.62-113.83151-6.57-14.35-150.61141-0.64-4.25-105.191315.348.27-0.881218.6116.84108.741117.8717.14166.071013.769.02139.3491-1.67-3.5040.0381-6.00-14.20-81.9171-7.47-17.76-162.7461-5.78-12.67-161.8251-1.85-1.55-80.03412.6810.1341.35316.0416.74139.62217.1016.88176.571116.0919.26308.15振型16的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-11.204.46-42.01191-1.64-2.04-12.4218134.98-26.61294.5617113.06-2.0227.25161-9.8215.98-153.57151-26.1023.27-223.06110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼141-27.5116.95-163.75131-13.360.95-18.181218.73-15.76132.2911126.66-23.97209.8610130.41-19.14178.649117.60-3.9159.6381-4.9913.41-83.5771-24.9523.26-178.3061-31.4220.63-182.9251-21.147.16-101.08410.56-9.8523.793122.08-21.20128.162132.56-23.44177.211153.38-28.04337.93振型17的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-4.84-9.6610.54191-3.20-1.142.36181-8.1315.06183.9417110.259.73-50.7916117.921.09-179.1915111.15-8.29-156.99141-4.75-12.66-13.87131-17.89-9.22137.47121-18.320.04183.64111-5.399.4493.2110111.6713.11-62.659120.428.63-165.908114.37-1.30-140.9971-2.16-10.49-10.6461-17.03-13.23122.2851-19.89-7.98161.0941-8.702.0079.95318.5910.43-54.962120.2313.63-149.431125.1717.63-313.49振型18的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.320.550.551910.100.110.40181-0.74-0.645.09171-0.32-0.61-2.591610.19-0.26-6.711510.510.28-5.451410.420.640.351310.020.586.38121-0.340.157.94111-0.41-0.373.53101-0.15-0.65-3.78910.19-0.50-8.57810.33-0.03-7.10710.190.45-0.2761-0.090.636.8651-0.250.429.1841-0.18-0.044.98310.06-0.46-2.51210.24-0.63-8.2711-0.02-0.83-18.81各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)14.152228.9731249.77441.435103.996642.36783.62810.739303.601078.391117.9412131.241373.21148.031521.061667.89110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1729.47180.05各层X方向的作用力(CQC)Floor:层号Tower:塔号Fx:X向地震作用下结构的地震反应力Vx:X向地震作用下结构的楼层剪力Mx:X向地震作用下结构的弯矩StaticFx:静力法X向的地震力------------------------------------------------------------------------------------------FloorTowerFxVx(分塔剪重比)(整层剪重比)MxStaticFx(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)20147.0947.09(5.16%)(5.16%)141.26262.7319137.6583.65(4.25%)(4.25%)341.1823.35181289.92364.79(2.91%)(2.91%)1407.47223.70171202.65557.28(2.56%)(2.56%)3057.41185.19161172.55702.86(2.27%)(2.27%)5127.21174.73151162.59815.28(2.03%)(2.03%)7500.55164.26141161.60905.77(1.83%)(1.83%)10097.47153.80131163.04981.44(1.67%)(1.67%)12864.22143.34121166.841047.16(1.54%)(1.54%)15764.63132.87111172.991107.44(1.44%)(1.44%)18776.25122.41101178.521166.26(1.35%)(1.35%)21888.91111.9591181.581225.71(1.28%)(1.28%)25102.49101.4981184.601286.72(1.23%)(1.23%)28423.5891.0271188.111350.33(1.18%)(1.18%)31863.6280.3761188.411417.21(1.15%)(1.15%)35437.6069.9351182.781485.10(1.12%)(1.12%)39161.2159.4941175.201550.41(1.09%)(1.09%)43046.4449.0231165.041610.19(1.07%)(1.07%)47098.5138.5921139.431659.59(1.04%)(1.04%)51313.7328.1811158.061716.82(0.98%)(0.98%)58831.4530.53抗震规范(5.2.5)条要求的X向楼层最小剪重比=0.80%X方向的有效质量系数:97.92%============================================================仅考虑Y向地震时的地震力Floor:层号Tower:塔号F-y-x:Y方向的耦联地震力在X方向的分量F-y-y:Y方向的耦联地震力在Y方向的分量F-y-t:Y方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.6514.05-1.401910.7515.64-1.461818.26151.38-161.351716.97126.76-131.711616.68120.75-126.491516.35114.30-120.731416.00107.34-114.341315.6299.84-107.301215.2091.82-99.601114.7683.34-91.301014.3074.47-82.46913.8265.31-73.16813.3355.98-63.54712.8346.53-53.56612.3337.42-43.83511.8528.72-34.35411.4020.70-25.38310.9713.75-17.40210.607.90-10.39110.275.98-10.77振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.550.211.40191-0.590.221.58181-6.631.87183.51171-5.611.55149.96110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼161-5.391.48144.17151-5.151.40137.73141-4.881.31130.55131-4.591.22122.59121-4.271.12113.87111-3.931.01104.43101-3.570.9094.3591-3.190.7983.7581-2.800.6872.7771-2.400.5761.3661-2.000.4650.2451-1.610.3539.3941-1.230.2529.0831-0.870.1719.8721-0.540.1011.8011-0.210.0712.15振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.210.00-0.09191-0.240.00-0.10181-2.240.03-11.67171-1.880.03-9.50161-1.800.03-9.10151-1.720.03-8.67141-1.620.03-8.20131-1.520.02-7.67121-1.410.02-7.10111-1.290.02-6.48101-1.160.02-5.8291-1.030.02-5.1381-0.900.01-4.4271-0.760.01-3.6961-0.630.01-2.9751-0.490.01-2.2841-0.370.01-1.6331-0.250.00-1.0721-0.150.00-0.6011-0.130.00-0.56振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-4.13-17.5310.18191-4.02-16.859.76181-39.96-142.60990.74171-28.21-95.57673.01161-20.64-64.90492.27151-12.49-33.35298.73141-4.05-1.9098.381314.3028.09-99.7512112.1455.16-285.3211119.0677.88-447.9410124.6995.02-578.219128.74105.70-668.628131.00109.44-714.297131.36105.91-710.946129.9396.61-666.575126.8682.39-584.714122.5064.91-473.463117.1146.55-348.472111.3328.65-220.80114.9923.04-240.79振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2014.54-7.66-8.751914.21-7.35-9.2618140.41-59.95-996.9017128.57-40.03-677.1916121.03-27.15-495.3915112.87-13.90-300.521414.36-0.70-98.55131-4.1111.87101.40121-12.1123.20288.89111-19.2132.69453.40101-25.0339.83585.4191-29.2644.26677.2981-31.6845.79724.01110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼71-32.1544.44721.1661-30.7840.52676.7251-27.7034.53594.1441-23.2827.16481.4531-17.7519.45354.3821-11.7911.96224.5011-5.349.68244.72振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.050.00-0.02191-0.050.00-0.02181-0.380.00-2.41171-0.260.00-1.59161-0.180.00-1.12151-0.100.00-0.63141-0.020.00-0.141310.050.000.341210.130.000.781110.190.001.161010.240.001.45910.270.001.63810.290.001.70710.290.001.66610.270.001.52510.240.001.29410.190.001.01310.140.000.72210.090.000.43110.090.000.44振型7的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2012.671.36-4.111912.231.08-3.8518117.968.07-374.751719.023.46-185.081611.87-0.09-46.46151-4.95-3.2184.77141-10.57-5.54192.10131-14.17-6.75260.37121-15.26-6.71279.80111-13.70-5.44248.23101-9.79-3.19171.8791-4.20-0.3464.41812.132.61-55.22718.145.12-165.556112.846.84-248.625115.577.51-291.884115.987.09-288.853114.045.75-244.722110.323.90-172.95115.493.35-205.67振型8的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-4.8324.97-1.93191-3.5419.821.45181-23.94133.77299.95171-11.5856.34149.29161-1.92-2.7939.031517.21-54.46-66.5014114.68-92.55-154.0613119.42-112.17-211.1312120.76-110.93-229.1811118.52-89.63-205.7810113.11-52.26-145.25915.44-5.39-58.1481-3.2342.9040.4171-11.4484.20132.8161-17.84112.17203.7951-21.52122.96242.4341-22.00115.63242.5531-19.3093.59207.5221-14.1663.34147.9411-9.7355.16177.04振型9的地震力110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2011.320.101.021911.100.080.811817.250.5362.211713.320.2128.671610.25-0.024.53151-2.52-0.22-17.39141-4.67-0.37-34.48131-5.92-0.44-44.44121-6.12-0.42-45.94111-5.25-0.34-38.96101-3.48-0.19-24.8991-1.11-0.01-6.28811.480.1713.54713.830.3430.99615.600.4443.33516.530.4848.73416.490.4546.57315.570.3638.14214.010.2426.05114.380.2130.12振型10的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-1.49-0.100.45191-1.03-0.090.75181-5.79-0.8696.48171-0.96-0.1326.281612.830.42-26.741515.400.76-65.131416.110.82-79.101314.800.59-65.521211.910.15-29.63111-1.63-0.3516.41101-4.70-0.7557.3091-6.32-0.9179.5681-5.98-0.7775.8371-3.77-0.3747.1761-0.440.143.78513.030.62-40.81415.610.91-72.36316.550.93-81.79215.720.75-69.76114.070.71-94.63振型11的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)20111.43-27.3326.771915.96-15.319.6918116.15-66.77138.10171-2.041.2723.47161-14.5149.80-61.04151-21.2776.42-116.73141-21.0475.51-129.48131-14.1948.88-97.44121-2.945.75-32.331119.30-39.8043.9210118.84-73.14106.129122.85-83.59133.958120.09-67.75118.467111.34-30.4864.6761-0.6215.93-8.4951-12.4857.67-78.4241-20.8882.18-123.4031-23.6883.22-131.4521-20.4565.76-108.9111-25.0064.16-149.15振型12的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-6.43-1.94-9.18191-4.12-1.49-5.46181-16.04-8.26-241.85171-0.37-0.61-54.0916110.944.9184.6815117.538.13180.65110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼14118.068.37210.0213112.735.71166.691213.361.1266.37111-7.10-3.88-57.49101-15.45-7.65-164.0591-19.16-8.99-218.1781-17.11-7.45-201.8071-9.88-3.55-119.46610.151.470.085110.206.04119.874117.358.76202.213119.838.94223.732117.227.09189.671124.096.97261.60振型13的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-9.785.81-21.96191-4.011.18-7.021811.07-5.71115.011719.60-5.4221.3116112.46-3.73-44.331519.13-0.46-75.661411.252.98-64.12131-7.545.14-20.16121-13.165.1231.30111-12.892.9563.63101-6.73-0.4261.60912.61-3.5628.448110.85-5.16-16.787114.15-4.55-49.526111.09-2.08-53.80513.031.22-29.4341-6.493.979.2031-13.305.1140.7521-14.704.6150.8611-16.184.9481.36振型14的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-4.9611.40-30.48191-0.472.96-11.4718119.44-4.31-235.751715.53-10.9918.14161-7.19-12.28190.77151-14.73-7.18247.95141-13.721.72167.20131-5.2010.15-6.531215.9414.09-181.1411113.6311.59-264.2410113.853.70-211.02916.71-5.98-47.8881-3.73-12.94140.9171-11.73-13.84255.9461-13.08-8.46240.4451-7.400.75104.04412.159.60-83.343110.4014.09-225.572113.3113.58-267.91117.4214.98-441.36振型15的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)20111.5115.5616.441915.636.5110.951810.8911.50259.10171-12.73-16.79-19.02161-17.06-30.41-208.27151-12.01-26.25-275.57141-1.18-7.78-192.481319.7815.14-1.6112115.7530.82198.9611114.4031.36303.861016.8816.50254.9491-3.06-6.4073.2481-10.99-25.97-149.8771-13.66-32.50-297.7661-10.58-23.19-296.08110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼51-3.38-2.85-146.44414.9018.5475.663111.0530.63255.472112.9930.88323.081129.4335.24563.83振型16的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2018.24-3.2830.901911.211.509.13181-25.7319.57-216.65171-9.601.49-20.041617.22-11.75112.9515119.20-17.11164.0614120.24-12.46120.431319.82-0.7013.37121-6.4211.59-97.30111-19.6117.63-154.35101-22.3614.08-131.3991-12.952.88-43.86813.67-9.8661.467118.35-17.11131.136123.11-15.17134.545115.55-5.2674.3541-0.417.24-17.5031-16.2415.59-94.2621-23.9517.24-130.3311-39.2620.62-248.54振型17的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-4.41-8.799.60191-2.92-1.032.15181-7.4013.71167.481719.348.86-46.2416116.320.99-163.1615110.15-7.54-142.94141-4.33-11.52-12.63131-16.29-8.39125.17121-16.680.04167.21111-4.918.6084.8710110.6211.93-57.049118.597.86-151.068113.09-1.19-128.3771-1.97-9.55-9.6961-15.50-12.05111.3351-18.11-7.27146.6741-7.921.8272.79317.839.50-50.052118.4212.41-136.051122.9216.05-285.43振型18的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-7.23-12.42-12.52191-2.33-2.53-9.1018116.7914.56-115.781717.3913.9158.91161-4.305.85152.49151-11.55-6.37123.88141-9.49-14.52-7.86131-0.57-13.24-144.981217.80-3.42-180.431119.288.46-80.331013.5014.7086.0191-4.2311.34194.9381-7.560.72161.4371-4.31-10.156.03611.96-14.38-156.01515.76-9.58-208.71414.070.99-113.2531-1.2710.3657.1621-5.4514.24188.04110.5218.93427.61各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼11282.00215.7230.314546.665228.6360.00724.898404.6791.60102.4811222.371223.711311.931432.611570.521636.721724.431827.45各层Y方向的作用力(CQC)Floor:层号Tower:塔号Fy:Y向地震作用下结构的地震反应力Vy:Y向地震作用下结构的楼层剪力My:Y向地震作用下结构的弯矩StaticFy:静力法Y向的地震力------------------------------------------------------------------------------------------FloorTowerFyVy(分塔剪重比)(整层剪重比)MyStaticFy(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)20155.9155.91(6.13%)(6.13%)167.72263.1519139.7093.46(4.75%)(4.75%)390.5120.80181298.45380.35(3.04%)(3.04%)1493.37199.26171196.33561.78(2.58%)(2.58%)3148.37164.96161167.02687.16(2.22%)(2.22%)5155.10155.63151165.73778.42(1.94%)(1.94%)7386.35146.31141169.31851.07(1.72%)(1.72%)9768.33136.99131170.68912.01(1.55%)(1.55%)12259.22127.68121174.81965.07(1.42%)(1.42%)14833.76118.36111181.591015.02(1.32%)(1.32%)17478.98109.04101186.041065.66(1.23%)(1.23%)20193.8699.7291188.551118.42(1.17%)(1.17%)22986.3490.4081192.471174.42(1.12%)(1.12%)25870.2081.0871194.951234.80(1.08%)(1.08%)28863.9571.5861193.911299.23(1.05%)(1.05%)31988.6762.2951191.561365.74(1.03%)(1.03%)35264.7152.9941187.121432.69(1.01%)(1.01%)38709.2143.6631169.101496.44(0.99%)(0.99%)42333.8034.3721131.121547.92(0.97%)(0.97%)46138.3225.1011130.511601.50(0.91%)(0.91%)52989.2627.19抗震规范(5.2.5)条要求的Y向楼层最小剪重比=0.80%Y方向的有效质量系数:96.67%==========各楼层地震剪力系数调整情况[抗震规范(5.2.5)验算]==========层号塔号X向调整系数Y向调整系数111.0001.000211.0001.000311.0001.000411.0001.000511.0001.000611.0001.000711.0001.000811.0001.000911.0001.0001011.0001.0001111.0001.0001211.0001.0001311.0001.0001411.0001.0001511.0001.0001611.0001.0001711.0001.0001811.0001.0001911.0001.0002011.0001.000**本文件结果是在地震外力CQC下的统计结果，内力CQC统计结果见WV02Q.OUT110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼3．结构位移///////////////////////////////////////////////////////////////////////////|公司名称:||||SATWE位移输出文件||文件名称:WDISP.OUT||||工程名称:设计人:||工程代号:校核人:日期:2013/11/12|///////////////////////////////////////////////////////////////////////////所有位移的单位为毫米Floor:层号Tower:塔号Jmax:最大位移对应的节点号JmaxD:最大层间位移对应的节点号Max-(Z):节点的最大竖向位移h:层高Max-(X)，Max-(Y):X,Y方向的节点最大位移Ave-(X)，Ave-(Y):X,Y方向的层平均位移Max-Dx，Max-Dy:X,Y方向的最大层间位移Ave-Dx，Ave-Dy:X,Y方向的平均层间位移Ratio-(X),Ratio-(Y):最大位移与层平均位移的比值Ratio-Dx,Ratio-Dy:最大层间位移与平均层间位移的比值Max-Dx/h，Max-Dy/h:X,Y方向的最大层间位移角DxR/Dx,DyR/Dy:X,Y方向的有害位移角占总位移角的百分比例Ratio_AX,Ratio_AY:本层位移角与上层位移角的1.3倍及上三层平均位移角的1.2倍的比值的大者X-Disp，Y-Disp，Z-Disp:节点X,Y,Z方向的位移===工况1===X方向地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011298010.1610.143000.130120.430.421/6968.1.7%1.00191128989.829.782400.129450.340.341/6996.0.9%0.78181125439.949.683000.125430.480.431/6303.8.1%0.83171118569.539.303000.118560.510.461/5894.7.4%0.90161111729.108.893000.111720.540.491/5553.6.9%0.94151104948.658.453000.104940.570.531/5249.5.9%0.9614198168.167.983000.98160.600.561/5000.5.0%0.9513191387.647.483000.91380.630.591/4798.4.2%0.9312184607.096.953000.84600.650.611/4635.3.4%0.9111177826.506.383000.77820.670.631/4505.2.7%0.9010171045.895.793000.71040.680.651/4403.1.9%0.899164265.265.173000.64260.690.661/4330.1.1%0.878157484.604.533000.57480.700.671/4291.0.3%0.867153703.943.883000.50700.700.671/4308.1.4%0.846146923.303.243000.43920.680.661/4380.3.4%0.825140142.672.603000.37140.660.641/4559.6.4%0.804133362.041.983000.30360.610.601/4934.10.1%0.763126601.451.383000.26600.550.541/5474.18.1%0.712119840.900.853000.19840.460.441/6499.45.6%0.631113080.440.405100.13080.440.401/9999.97.0%0.41X方向最大层间位移角:1/4291.(第8层第1塔)===工况2===X双向地震作用下的楼层最大位移110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011298010.1610.153000.130120.430.421/6946.0.9%1.00191128989.839.792400.129450.340.341/6977.1.0%0.78181125439.969.703000.125430.480.431/6287.8.1%0.83171118569.559.323000.118560.510.461/5880.7.4%0.90161111729.128.913000.111720.540.501/5540.6.9%0.94151104948.668.473000.104940.570.531/5237.5.9%0.9614198168.178.003000.98160.600.561/4988.5.0%0.9513191387.657.503000.91380.630.591/4787.4.2%0.9312184607.106.963000.84600.650.611/4625.3.4%0.9111177826.526.393000.77820.670.631/4495.2.7%0.9010171045.915.803000.71040.680.651/4393.1.9%0.899164265.275.183000.64260.690.661/4321.1.1%0.878160484.634.553000.57480.700.671/4282.0.3%0.867153703.993.913000.50700.700.671/4299.1.4%0.846146923.343.263000.43920.690.661/4371.3.4%0.825140142.702.623000.37140.660.641/4549.6.3%0.804133362.071.993000.30360.610.601/4924.10.0%0.763126601.471.393000.26600.550.541/5414.18.0%0.712119840.910.853000.19840.470.441/6430.45.4%0.631113080.450.415100.13080.450.411/9999.96.6%0.41X方向最大层间位移角:1/4282.(第8层第1塔)===工况3===X+偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011298010.7210.213000.129800.420.421/7102.1.3%1.001911289810.379.852400.128980.350.341/6880.0.0%0.781811254311.959.753000.125430.560.431/5369.8.0%0.841711185611.489.373000.118560.600.461/5010.7.3%0.911611117210.978.963000.111720.640.501/4702.6.8%0.941511049410.428.523000.104940.680.531/4426.5.9%0.9614198169.848.053000.98160.710.571/4199.5.0%0.9413191389.227.553000.91380.750.591/4013.4.1%0.9312184608.567.013000.84600.780.621/3863.3.4%0.9111177827.866.453000.77820.800.641/3743.2.7%0.9010171047.125.853000.71040.820.661/3650.1.9%0.899164266.355.233000.64260.840.671/3583.1.1%0.878157485.554.593000.57480.850.681/3546.0.3%0.867150704.743.943000.50700.840.681/3558.1.4%0.846143923.913.273000.43920.830.671/3619.3.4%0.825137143.102.623000.37140.800.651/3773.6.7%0.804130362.311.983000.30360.730.601/4098.10.2%0.753123601.581.383000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼23600.640.541/4661.18.3%0.702116840.940.843000.16840.510.441/5916.44.7%0.62119510.450.405100.9510.450.401/9999.97.4%0.42X方向最大层间位移角:1/3546.(第8层第1塔)===工况4===X-偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011301210.5610.083000.130120.450.421/6731.2.0%1.001911294510.169.722400.129450.360.341/6751.1.8%0.781811284511.489.723000.128450.470.431/6371.8.2%0.831711215811.069.343000.121580.520.461/5799.7.4%0.901611147210.618.943000.114720.560.501/5321.6.9%0.941511079410.128.503000.107940.610.531/4921.5.9%0.96141101169.588.043000.101160.650.561/4603.5.0%0.9513194389.007.543000.94380.690.591/4354.4.1%0.9312187608.377.003000.87600.720.621/4158.3.3%0.9111180827.716.443000.80820.750.641/4005.2.6%0.9010174047.025.853000.74040.770.661/3888.1.9%0.899167266.295.233000.67260.790.671/3804.1.1%0.878160485.544.603000.60480.800.681/3755.0.2%0.867153704.763.953000.53700.800.681/3758.1.3%0.846146923.983.293000.46920.790.671/3798.3.3%0.825140143.212.633000.40140.770.641/3917.5.9%0.804133362.452.003000.33360.720.601/4154.9.8%0.763126601.731.403000.26600.660.541/4551.17.8%0.712119841.070.853000.19840.550.441/5435.46.3%0.631113080.520.405100.13080.520.401/9766.96.4%0.40X方向最大层间位移角:1/3755.(第8层第1塔)===工况5===Y方向地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011298011.8611.723000.129800.590.551/5095.0.8%1.001911289811.3511.242400.128980.460.441/5241.1.2%0.781811261811.4810.903000.127090.570.551/5275.5.4%0.831711193110.9710.423000.119310.600.581/4995.5.7%0.871611124710.449.913000.112470.640.611/4717.5.5%0.91151105699.879.373000.105690.670.641/4464.4.8%0.9314198919.278.793000.98910.710.681/4249.4.1%0.9213192138.638.193000.92130.740.701/4074.3.4%0.9112185357.967.553000.85350.760.731/3934.2.7%0.9011178577.256.873000.78570.780.751/3827.1.9%0.8910171796.526.173000.71790.800.761/3751.1.0%0.879165015.755.453000.65010.810.771/3708.0.1%0.868158234.974.713000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼58230.810.771/3707.1.7%0.847151454.183.963000.51450.800.761/3767.3.5%0.826144673.403.223000.44670.770.731/3903.6.8%0.795137892.642.503000.37890.720.681/4187.11.7%0.754131111.931.833000.31110.630.601/4745.14.2%0.693124351.301.233000.24350.540.521/5523.22.8%0.662117590.760.723000.17590.420.401/7149.52.2%0.591110830.340.325100.10830.340.321/9999.99.3%0.37Y方向最大层间位移角:1/3707.(第8层第1塔)===工况6===Y双向地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011298011.8711.743000.129800.590.551/5061.0.6%1.001911289811.3611.252400.128980.460.441/5228.0.7%0.771811261811.6511.063000.126180.580.561/5149.5.4%0.831711193111.1310.563000.119310.620.591/4875.5.6%0.881611124710.5910.053000.112470.650.621/4607.5.4%0.911511056910.029.503000.105690.690.651/4365.4.8%0.9314198919.418.923000.98910.720.691/4161.4.0%0.9213192138.768.313000.92130.750.711/3996.3.3%0.9112185358.087.663000.85350.780.741/3864.2.6%0.9011178577.376.983000.78570.800.761/3762.1.9%0.8910171796.626.273000.71790.810.771/3690.1.0%0.879165015.855.543000.65010.820.781/3650.0.1%0.868158235.064.793000.58230.820.781/3649.1.6%0.847151454.264.043000.51450.810.771/3707.3.5%0.826144673.473.293000.44670.780.741/3837.6.6%0.795137892.702.563000.37890.730.691/4110.11.5%0.754131111.981.873000.31110.650.611/4648.13.8%0.693124351.341.263000.24350.560.531/5398.22.3%0.662117590.780.743000.17590.430.411/6962.50.9%0.591110830.350.335100.10830.350.331/9999.97.0%0.37Y方向最大层间位移角:1/3649.(第8层第1塔)===工况7===Y+偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011298511.9011.753000.129800.580.551/5171.0.5%1.001911290311.4311.272400.128980.450.441/5319.1.4%0.771811264611.9110.893000.126460.590.551/5052.5.4%0.821711195911.3810.403000.119590.630.581/4778.5.7%0.871611127510.849.893000.112750.670.611/4509.5.5%0.911511059710.269.353000.105970.700.641/4268.4.8%0.9314199199.648.783000.99190.740.671/4067.4.1%0.9213192418.998.173000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼92410.770.701/3904.3.4%0.9112185638.297.533000.85630.790.731/3775.2.7%0.9011178857.566.863000.78850.820.751/3675.1.9%0.8910172076.816.163000.72070.830.761/3603.1.0%0.879165296.025.443000.65290.840.771/3562.0.1%0.868158515.214.703000.58510.840.771/3558.1.7%0.847151734.393.963000.51730.830.761/3611.3.5%0.826144953.583.223000.44950.800.731/3732.6.8%0.795138172.792.503000.38170.750.681/3988.11.7%0.754131392.051.833000.31390.670.601/4495.14.2%0.693124631.381.233000.24630.580.511/5214.22.8%0.662117870.810.723000.17870.450.401/6729.52.2%0.591111110.360.325100.11110.360.321/9999.99.3%0.37Y方向最大层间位移角:1/3558.(第8层第1塔)===工况8===Y-偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011298012.1011.693000.129800.600.551/5021.1.0%1.001911289811.5911.212400.128980.460.441/5166.1.0%0.781811261813.0910.933000.126180.640.551/4706.5.4%0.831711193112.5310.443000.119310.680.581/4442.5.7%0.881611124711.939.933000.112470.720.611/4183.5.5%0.911511056911.309.393000.105690.760.651/3947.4.8%0.93141989110.638.813000.98910.800.681/3750.4.1%0.9213192139.918.203000.92130.840.701/3588.3.4%0.9112185359.157.563000.85350.870.731/3459.2.7%0.9011178578.356.893000.78570.890.751/3359.1.9%0.8910171797.516.193000.71790.910.761/3286.1.0%0.879165016.645.463000.65010.930.771/3243.0.1%0.868158235.754.723000.58230.930.771/3235.1.7%0.847151454.853.973000.51450.910.761/3280.3.5%0.826144673.953.233000.44670.890.731/3389.6.8%0.795137893.082.513000.37890.830.681/3622.11.7%0.754131112.261.833000.31110.730.601/4084.14.1%0.693124351.531.233000.24350.630.521/4731.22.8%0.662117590.890.723000.17590.490.401/6091.52.1%0.591110830.400.325100.10830.400.321/9999.99.2%0.37Y方向最大层间位移角:1/3235.(第8层第1塔)===工况9===X方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX201130127.387.281.013000.130060.260.251.051/9999.1.5%1.00191129457.127.031.012400.129450.210.201.031/9999.5.0%0.78181128457.216.841.053000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼128450.240.241.001/9999.8.1%0.80171121586.966.601.063000.121580.260.261.011/9999.8.7%0.87161114726.706.341.063000.114720.290.281.021/9999.9.3%0.94151107946.416.051.063000.107940.320.311.031/9447.9.0%0.99141101166.105.741.063000.101160.350.341.031/8625.8.4%0.9913194385.755.411.063000.94380.380.371.031/7934.7.5%0.9812187605.375.041.073000.87600.410.391.041/7365.6.5%0.9711180824.964.651.073000.80820.430.421.041/6904.5.4%0.9510174044.534.231.073000.74040.460.441.041/6539.4.2%0.949167264.073.791.073000.67260.480.461.041/6263.2.8%0.928160483.593.331.083000.60480.490.471.051/6074.1.0%0.907153703.102.861.083000.53700.500.481.051/5997.0.5%0.876146922.602.381.093000.46920.500.471.051/5997.2.8%0.845140142.101.911.103000.40140.490.461.061/6131.5.9%0.814133361.611.451.113000.33360.470.431.071/6444.9.9%0.773126601.141.011.133000.26600.430.391.091/7012.17.9%0.712119840.710.621.153000.19950.360.321.131/8294.46.2%0.631113080.350.291.195100.13080.350.291.191/9999.99.7%0.41X方向最大层间位移角:1/5997.(第7层第1塔)X方向最大位移与层平均位移的比值:1.19(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.19(第1层第1塔)===工况10===Y方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY201129808.818.771.003000.129800.360.341.061/8371.0.6%1.00191128988.458.431.002400.129110.280.271.031/8600.1.7%0.77181126188.268.161.013000.126180.340.331.011/8910.5.7%0.82171119317.927.831.013000.119310.360.351.011/8433.7.1%0.87161112477.567.481.013000.112470.380.381.011/7874.7.9%0.92151105697.187.101.013000.105690.410.411.011/7303.7.8%0.9614198916.776.691.013000.99810.440.441.011/6776.7.3%0.9713192136.336.261.013000.92130.470.471.011/6318.6.5%0.9612185355.855.791.013000.85350.510.501.011/5934.5.5%0.9511178575.355.291.013000.78570.530.531.011/5625.4.4%0.9410171794.824.761.013000.71790.560.551.011/5390.3.0%0.929165014.264.211.013000.65010.570.571.011/5231.1.5%0.908158233.693.641.013000.58230.580.581.011/5154.0.6%0.877151453.103.061.013000.51450.580.571.011/5183.2.8%0.846144672.532.491.013000.44670.560.561.011/5330.6.2%0.815137891.961.941.013000.37890.530.521.011/5684.11.4%0.774131111.431.411.013000.31110.470.461.011/6413.14.2%0.703124350.970.951.023000.24350.400.401.011/7461.22.9%0.662117590.560.551.023000.18000.310.311.021/9651.52.2%0.591110830.250.251.025100.10830.250.251.021/9999.99.9%0.37110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Y方向最大层间位移角:1/5154.(第8层第1塔)Y方向最大位移与层平均位移的比值:1.02(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.06(第20层第1塔)===工况11===竖向恒载作用下的楼层最大位移FloorTowerJmaxMax-(Z)20112998-2.3019112910-1.5518112842-3.9517112155-3.8916111469-4.5415110791-4.9814110113-5.361319435-5.661218757-5.871118079-6.011017401-6.07916723-6.06816045-5.96715367-5.77614689-5.53514011-5.23413333-4.84312657-4.39211981-3.8911978-6.25===工况12===竖向活载作用下的楼层最大位移FloorTowerJmaxMax-(Z)20112990-0.9519112910-1.0518112842-1.7217112155-1.7716111469-1.7615110791-1.7414110113-1.711319435-1.681218757-1.631118079-1.581017401-1.52916723-1.45816045-1.38715367-1.29614689-1.20514011-1.11413333-1.00312657-0.90211981-0.7711966-0.99===工况13===X方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011301211.6911.611.013000.130060.500.481.041911294511.1911.131.012400.129390.400.391.021811284511.0010.751.023000.125360.470.461.021711215810.5410.281.033000.118490.500.501.001611147210.049.781.033000.114720.530.531.00151107949.519.251.033000.107940.570.571.01141101168.948.691.033000.101160.600.601.0113194388.338.091.033000.94380.630.631.0112187607.707.461.033000.87600.660.651.0111180827.046.811.033000.80820.680.671.0110174046.376.141.043000.74040.690.691.019167265.675.451.043000.67260.710.701.018160484.974.761.043000.60480.710.701.017153704.264.051.053000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼53700.710.701.016146923.553.351.063000.46920.700.691.025140142.852.671.073000.40140.680.661.034133362.172.011.083000.33360.640.611.043126601.541.401.103000.26600.580.551.062119840.950.851.123000.19840.490.441.101113080.460.401.175100.13080.460.401.17X方向最大位移与层平均位移的比值:1.17(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.17(第1层第1塔)===工况14===X+偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011298012.1511.681.043000.130120.480.481.001911289811.6711.201.042400.128980.400.391.011811254312.7510.761.193000.125430.560.471.211711185612.1910.301.183000.118560.600.501.201611117211.599.801.183000.111720.640.531.191511049410.959.261.183000.104940.680.571.19141981610.278.691.183000.98160.720.601.2013191389.568.091.183000.91380.750.631.2012184608.817.471.183000.84600.780.651.2011177828.026.811.183000.77820.810.671.2010171047.216.141.173000.71040.830.691.209164266.385.451.173000.64260.840.701.208157485.544.751.173000.57480.850.711.207150704.694.051.163000.50700.840.701.206143923.853.351.153000.43920.820.691.205137143.032.661.143000.37140.780.661.194130362.242.001.123000.30360.720.611.173123601.531.391.103000.23600.620.551.142116840.900.841.073000.16840.490.441.10119510.420.401.045100.9510.420.401.04X方向最大位移与层平均位移的比值:1.19(第18层第1塔)X方向最大层间位移与平均层间位移的比值:1.21(第18层第1塔)===工况15===X-偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011301212.1711.531.063000.130120.510.481.081911294511.6611.061.052400.129390.410.391.061811284513.2210.731.233000.128450.540.461.181711215812.6810.271.233000.121580.590.501.191611147212.099.771.243000.114720.640.531.201511079411.459.241.243000.107940.680.561.211411011610.768.681.243000.101160.730.601.22131943810.048.081.243000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼94380.760.621.2212187609.277.461.243000.87600.790.651.2211180828.486.811.253000.80820.820.671.2210174047.676.141.253000.74040.840.691.229167266.835.451.253000.67260.850.701.238160485.974.761.263000.60480.860.701.237153705.114.061.263000.53700.860.701.236146924.253.361.273000.46920.850.681.245140143.412.681.273000.40140.820.661.244133362.592.021.283000.33360.770.611.253126601.821.411.303000.26600.700.551.272119841.130.861.323000.19840.580.451.301113080.550.401.385100.13080.550.401.38X方向最大位移与层平均位移的比值:1.38(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.38(第1层第1塔)===工况16===Y方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011298014.0613.971.013000.129800.720.671.071911289813.3413.291.002400.128980.540.531.031811261812.9812.771.023000.126180.650.641.021711193112.3312.131.023000.119310.680.671.021611124711.6511.461.023000.112470.710.701.021511056910.9410.761.023000.105690.750.731.02141989110.1910.031.023000.98910.780.761.0213192139.429.261.023000.92130.800.791.0212185358.618.471.023000.85350.830.811.0211178577.797.661.023000.78570.840.831.0210171796.946.831.023000.71790.860.841.029165016.095.981.023000.65010.860.851.028158235.225.131.023000.58230.860.841.027151454.374.291.023000.52350.840.821.026144673.533.471.023000.44670.800.791.025137892.732.681.023000.37890.740.731.024131111.981.951.023000.31110.650.641.023124351.331.301.023000.24350.560.551.022117590.770.761.023000.17590.430.421.021110830.340.341.025100.10830.340.341.02Y方向最大位移与层平均位移的比值:1.02(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.07(第20层第1塔)===工况17===Y+偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011298514.2214.001.023000.129800.710.671.061911290313.5713.321.022400.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼128980.540.531.021811264614.3412.751.123000.126460.700.641.101711195913.6312.111.133000.119590.740.671.111611127512.9011.441.133000.112750.780.701.111511059712.1210.741.133000.105970.810.731.11141991911.3110.011.133000.99190.850.761.11131924110.469.251.133000.92410.880.791.1212185639.578.461.133000.85630.910.811.1211178858.667.651.133000.78850.930.831.1210172077.736.811.133000.72070.950.841.129165296.795.971.143000.65290.950.851.138158515.835.131.143000.58510.950.841.137151734.894.291.143000.51730.930.821.136144953.963.461.143000.44950.890.791.135138173.062.671.153000.38170.830.731.144131392.231.941.153000.31390.730.641.143124631.501.301.153000.24630.630.551.152117870.870.751.163000.17870.480.421.151111110.390.331.165100.11110.390.331.16Y方向最大位移与层平均位移的比值:1.16(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.16(第1层第1塔)===工况18===Y-偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011298014.3513.931.033000.129800.730.671.091911289813.6213.261.032400.128980.550.531.051811261814.8012.791.163000.126180.720.641.131711193114.0712.151.163000.119310.760.671.141611124713.3111.481.163000.112470.800.701.141511056912.5110.781.163000.105690.840.731.14141989111.6710.041.163000.98910.880.771.15131921310.799.281.163000.92130.910.791.1512185359.898.491.163000.85350.940.821.1511178578.957.671.173000.78570.960.831.1510171797.996.841.173000.71790.970.841.159165017.015.991.173000.65010.980.851.168158236.035.141.173000.58230.980.841.167151455.054.301.183000.51450.960.821.166144674.093.481.183000.44670.920.791.175137893.172.681.183000.37890.860.731.174131112.311.951.193000.31110.760.641.183124351.561.311.193000.24350.650.551.182117590.910.761.203000.17590.500.421.191110830.400.341.205100.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼10830.400.341.20Y方向最大位移与层平均位移的比值:1.20(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.20(第1层第1塔)（三）89~133轴1．结构设计信息///////////////////////////////////////////////////////////////////////////|公司名称:||||建筑结构的总信息||SATWE中文版||2012年7月20日16时15分||文件名:WMASS.OUT||||工程名称:设计人:||工程代号:校核人:日期:2013/11/12|///////////////////////////////////////////////////////////////////////////总信息..............................................结构材料信息:钢砼结构混凝土容重(kN/m3):Gc=27.00钢材容重(kN/m3):Gs=78.00水平力的夹角(Degree)ARF=0.00地下室层数:MBASE=0竖向荷载计算信息:按模拟施工1加荷计算风荷载计算信息:计算X,Y两个方向的风荷载地震力计算信息:计算X,Y两个方向的地震力“规定水平力”计算方法:楼层剪力差方法(规范方法)结构类别:剪力墙结构裙房层数:MANNEX=0转换层所在层号：MCHANGE=0嵌固端所在层号：MQIANGU=1墙元细分最大控制长度(m)DMAX=1.00弹性板与梁变形是否协调是墙元网格:侧向出口结点是否对全楼强制采用刚性楼板假定是地下室是否强制采用刚性楼板假定:是墙梁跨中节点作为刚性楼板的从节点是计算墙倾覆力矩时只考虑腹板和有效翼缘否采用的楼层刚度算法层间剪力比层间位移算法结构所在地区全国风荷载信息..........................................修正后的基本风压(kN/m2):WO=0.30风荷载作用下舒适度验算风压(kN/m2):WOC=0.20地面粗糙程度:B类结构X向基本周期（秒）:Tx=1.62结构Y向基本周期（秒）:Ty=1.77是否考虑顺风向风振:是风荷载作用下结构的阻尼比(%):WDAMP=5.00风荷载作用下舒适度验算阻尼比(%):WDAMPC=2.00是否计算横风向风振:否是否计算扭转风振:否承载力设计时风荷载效应放大系数:WENL=1.00体形变化分段数:MPART=1各段最高层号:NSTi=20各段体形系数:USi=1.30地震信息............................................振型组合方法(CQC耦联;SRSS非耦联)CQC计算振型数:NMODE=18地震烈度:NAF=6.00场地类别:KD=II设计地震分组:一组特征周期TG=0.35地震影响系数最大值Rmax1=0.04用于12层以下规则砼框架结构薄弱层验算的地震影响系数最大值Rmax2=0.28框架的抗震等级:NF=4剪力墙的抗震等级:NW=4钢框架的抗震等级:NS=4抗震构造措施的抗震等级:NGZDJ=不改变重力荷载代表值的活载组合值系数:RMC=0.50周期折减系数:TC=0.90结构的阻尼比(%):DAMP=5.00中震(或大震)设计:MID=不考虑是否考虑偶然偏心:是是否考虑双向地震扭转效应:是按主振型确定地震内力符号:否110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼斜交抗侧力构件方向的附加地震数=0活荷载信息..........................................考虑活荷不利布置的层数不考虑柱、墙活荷载是否折减不折算传到基础的活荷载是否折减不折算考虑结构使用年限的活荷载调整系数1.00调整信息........................................梁刚度放大系数是否按2010规范取值：是托墙梁刚度增大系数：BK_TQL=1.00梁端弯矩调幅系数：BT=0.85梁活荷载内力增大系数：BM=1.00连梁刚度折减系数：BLZ=0.60梁扭矩折减系数：TB=0.40全楼地震力放大系数：RSF=1.000.2Vo调整分段数：VSEG=1第1段起始和终止层号：KQ1=1,KQ2=180.2Vo调整上限：KQ_L=2.00框支柱调整上限：KZZ_L=5.00顶塔楼内力放大起算层号：NTL=0顶塔楼内力放大：RTL=1.00框支剪力墙结构底部加强区剪力墙抗震等级自动提高一级:是实配钢筋超配系数CPCOEF91=1.15是否按抗震规范5.2.5调整楼层地震力IAUTO525=1弱轴方向的动位移比例因子XI1=0.00强轴方向的动位移比例因子XI2=0.00是否调整与框支柱相连的梁内力IREGU_KZZB=0薄弱层判断方式：按高规和抗规从严判断强制指定的薄弱层个数NWEAK=0薄弱层地震内力放大系数WEAKCOEF=1.25强制指定的加强层个数NSTREN=0配筋信息........................................梁箍筋强度(N/mm2):JB=270柱箍筋强度(N/mm2):JC=270墙水平分布筋强度(N/mm2):FYH=270墙竖向分布筋强度(N/mm2):FYW=270边缘构件箍筋强度(N/mm2):JWB=270梁箍筋最大间距(mm):SB=100.00柱箍筋最大间距(mm):SC=100.00墙水平分布筋最大间距(mm):SWH=150.00墙竖向分布筋配筋率(%):RWV=0.30结构底部单独指定墙竖向分布筋配筋率的层数:NSW=0结构底部NSW层的墙竖向分布配筋率:RWV1=0.60梁抗剪配筋采用交叉斜筋时箍筋与对角斜筋的配筋强度比:RGX=1.00设计信息........................................结构重要性系数:RWO=1.00柱计算长度计算原则:有侧移梁端在梁柱重叠部分简化:不作为刚域柱端在梁柱重叠部分简化:不作为刚域是否考虑P-Delt效应：否柱配筋计算原则:按单偏压计算按高规或高钢规进行构件设计:是钢构件截面净毛面积比:RN=0.50梁保护层厚度(mm):BCB=20.00柱保护层厚度(mm):ACA=20.00剪力墙构造边缘构件的设计执行高规7.2.16-4:是框架梁端配筋考虑受压钢筋:是结构中的框架部分轴压比限值按纯框架结构的规定采用:否当边缘构件轴压比小于抗规6.4.5条规定的限值时一律设置构造边缘构件:是是否按混凝土规范B.0.4考虑柱二阶效应:否荷载组合信息........................................恒载分项系数:CDEAD=1.20活载分项系数:CLIVE=1.40风荷载分项系数:CWIND=1.40水平地震力分项系数:CEA_H=1.30竖向地震力分项系数:CEA_V=0.50温度荷载分项系数:CTEMP=1.40吊车荷载分项系数:CCRAN=1.40特殊风荷载分项系数:CSPW=1.40活荷载的组合值系数:CD_L=0.70风荷载的组合值系数:CD_W=0.60重力荷载代表值效应的活荷组合值系数:CEA_L=0.50重力荷载代表值效应的吊车荷载组合值系数:CEA_C=0.50吊车荷载组合值系数:CD_C=0.70温度作用的组合值系数:仅考虑恒载、活载参与组合:CD_TDL=0.60考虑风荷载参与组合:CD_TW=0.00考虑地震作用参与组合:CD_TE=0.00砼构件温度效应折减系数:CC_T=0.30110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼剪力墙底部加强区的层和塔信息.......................层号塔号1121用户指定薄弱层的层和塔信息.........................层号塔号用户指定加强层的层和塔信息.........................层号塔号约束边缘构件与过渡层的层和塔信息...................层号塔号类别11约束边缘构件层21约束边缘构件层31约束边缘构件层**********************************************************各层的质量、质心坐标信息**********************************************************层号塔号质心X质心Y质心Z恒载质量活载质量附加质量质量比(m)(m)(t)(t)20141.2003.97361.50090.01.20.00.8719141.2493.82658.50093.811.60.00.0918142.2764.38256.1001067.569.30.01.1717142.3284.43453.100905.666.90.01.0016142.3284.43450.100905.666.90.01.0015142.3284.43447.100905.666.90.01.0014142.3284.43444.100905.666.90.01.0013142.3284.43441.100905.666.90.01.0012142.3284.43438.100905.666.90.01.0011142.3284.43435.100905.666.90.01.0010142.3284.43432.100905.666.90.01.009142.3284.43429.100905.666.90.01.008142.3284.43426.100905.666.90.01.007142.3284.43423.100905.666.90.01.006142.3284.43420.100905.666.90.01.005142.3284.43417.100905.666.90.01.004142.3274.46314.100907.866.90.01.003142.3274.46311.100907.866.90.01.002142.3264.4638.100908.666.90.00.581143.0901.3945.1001593.9102.30.01.00活载产生的总质量(t):1254.460恒载产生的总质量(t):17341.785附加总质量(t):0.000结构的总质量(t):18596.244恒载产生的总质量包括结构自重和外加恒载结构的总质量包括恒载产生的质量和活载产生的质量和附加质量活载产生的总质量和结构的总质量是活载折减后的结果(1t=1000kg)**********************************************************各层构件数量、构件材料和层高**********************************************************层号(标准层号)塔号梁元数柱元数墙元数层高累计高度(混凝土/主筋)(混凝土/主筋)(混凝土/主筋)(m)(m)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1(1)1319(30/360)12(40/360)149(40/360)5.1005.1002(2)1221(30/360)0(30/360)144(40/360)3.0008.1003(2)1221(30/360)0(30/360)144(40/360)3.00011.1004(2)1221(30/360)0(30/360)144(40/360)3.00014.1005(3)1225(30/360)0(30/360)144(35/360)3.00017.1006(3)1225(30/360)0(30/360)144(35/360)3.00020.1007(3)1225(30/360)0(30/360)144(35/360)3.00023.1008(4)1225(30/360)0(30/360)144(30/360)3.00026.1009(4)1225(30/360)0(30/360)144(30/360)3.00029.10010(4)1225(30/360)0(30/360)144(30/360)3.00032.10011(4)1225(30/360)0(30/360)144(30/360)3.00035.10012(4)1225(30/360)0(30/360)144(30/360)3.00038.10013(4)1225(30/360)0(30/360)144(30/360)3.00041.10014(4)1225(30/360)0(30/360)144(30/360)3.00044.10015(4)1225(30/360)0(30/360)144(30/360)3.00047.10016(4)1225(30/360)0(30/360)144(30/360)3.00050.10017(4)1225(30/360)0(30/360)144(30/360)3.00053.10018(5)1226(30/360)0(30/360)145(30/360)3.00056.10019(6)121(30/360)0(30/360)16(30/360)2.40058.50020(7)124(30/360)0(30/360)12(30/360)3.00061.500**********************************************************风荷载信息**********************************************************层号塔号风荷载X剪力X倾覆弯矩X风荷载Y剪力Y倾覆弯矩Y20123.6723.771.018.7218.756.219118.4042.1172.017.4436.2142.918195.92138.0586.098.99135.1548.417193.19231.21279.596.17231.31242.316190.46321.62244.493.36324.72216.415187.73409.43472.590.54415.23462.014184.99494.44955.687.72502.94970.913182.22576.66685.484.86587.86734.312179.41656.08653.481.97669.88743.611176.55732.510851.079.01748.810989.910173.62806.213269.575.99824.813464.29170.60876.815899.872.87897.616157.18167.46944.218732.569.63967.319058.97164.171008.421757.766.241033.522159.56160.691069.124964.962.651096.225448.05156.961126.028343.058.801155.028912.94152.891178.931879.854.601209.632541.63148.341227.335561.649.911259.536320.12145.441272.739379.746.921306.440239.31180.761353.546282.590.651397.147364.3===========================================================================各楼层偶然偏心信息===========================================================================层号塔号X向偏心Y向偏心110.050.05210.050.05310.050.05410.050.05510.050.05610.050.05710.050.05810.050.05910.050.051010.050.051110.050.051210.050.051310.050.051410.050.051510.050.051610.050.051710.050.051810.050.051910.050.052010.050.05===========================================================================各楼层等效尺寸(单位:m,m**2)===========================================================================层号塔号面积形心X形心Y等效宽B等效高H最大宽BMAX最小宽BMIN11997.7442.901.2033.5331.3233.8330.9921691.5042.264.6426.8328.4828.5026.8131691.5042.264.6426.8328.4828.5026.81110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼41691.5042.264.6426.8328.4828.5026.8151691.5042.264.6426.8328.4828.5026.8161691.5042.264.6426.8328.4828.5026.8171691.5042.264.6426.8328.4828.5026.8181691.5042.264.6426.8328.4828.5026.8191691.5042.264.6426.8328.4828.5026.81101691.5042.264.6426.8328.4828.5026.81111691.5042.264.6426.8328.4828.5026.81121691.5042.264.6426.8328.4828.5026.81131691.5042.264.6426.8328.4828.5026.81141691.5042.264.6426.8328.4828.5026.81151691.5042.264.6426.8328.4828.5026.81161691.5042.264.6426.8328.4828.5026.81171691.5042.264.6426.8328.4828.5026.81181691.5042.264.6426.8328.4828.5026.8119148.4841.233.816.537.407.406.5320145.6041.443.806.007.607.606.00===========================================================================各楼层的单位面积质量分布(单位:kg/m**2)===========================================================================层号塔号单位面积质量g[i]质量比max(g[i]/g[i-1],g[i]/g[i+1])111700.061.21211410.631.00311409.571.00411409.571.00511406.281.00611406.281.00711406.281.00811406.281.00911406.281.001011406.281.001111406.281.001211406.281.001311406.281.001411406.281.001511406.281.001611406.281.001711406.281.001811644.071.171912174.081.322012000.391.00===========================================================================计算信息===========================================================================计算日期:2013.11.12开始时间:20:28:15可用内存:1953.00MB第一步:数据预处理第二步:计算每层刚度中心、自由度、质量等信息第三步:地震作用分析第四步:风及竖向荷载分析第五步:计算杆件内力结束日期:2013.11.12时间:20:32:43总用时:0:4:28===========================================================================各层刚心、偏心率、相邻层侧移刚度比等计算信息FloorNo:层号TowerNo:塔号Xstif，Ystif:刚心的X，Y坐标值Alf:层刚性主轴的方向Xmass，Ymass:质心的X，Y坐标值Gmass:总质量Eex，Eey:X，Y方向的偏心率Ratx，Raty:X，Y方向本层塔侧移刚度与下一层相应塔侧移刚度的比值(剪切刚度)Ratx1，Raty1:X，Y方向本层塔侧移刚度与上一层相应塔侧移刚度70%的比值或上三层平均侧移刚度80%的比值中之较小者Ratx2，Raty2:X，Y方向本层塔侧移刚度与上一层相应塔侧移刚度90%、110%或者150%比值110%指当本层层高大于相邻上层层高1.5倍时，150%指嵌固层RJX1，RJY1，RJZ1:结构总体坐标系中塔的侧移刚度和扭转刚度(剪切刚度)RJX3，RJY3，RJZ3:结构总体坐标系中塔的侧移刚度和扭转刚度(地震剪力与地震层间位移的比)===========================================================================FloorNo.1TowerNo.1110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Xstif=39.9678(m)Ystif=2.9325(m)Alf=-0.0011(Degree)Xmass=43.0897(m)Ymass=1.3940(m)Gmass(活荷折减)=1798.4966(1696.2141)(t)Eex=0.2264Eey=0.1459Ratx=1.0000Raty=1.0000Ratx1=1.6561Raty1=1.7722Ratx2=1.3139Raty2=1.4059薄弱层地震剪力放大系数=1.00RJX1=3.6994E+07(kN/m)RJY1=5.3517E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=4.4070E+06(kN/m)RJY3=4.6446E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=8.6412E+05(kN/m)RJY3/H=9.1070E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.2TowerNo.1Xstif=40.7973(m)Ystif=3.1918(m)Alf=-0.0115(Degree)Xmass=42.3255(m)Ymass=4.4631(m)Gmass(活荷折减)=1042.3160(975.4414)(t)Eex=0.0999Eey=0.1185Ratx=1.3412Raty=1.3530Ratx1=1.8091Raty1=1.8953Ratx2=1.4119Raty2=1.4741薄弱层地震剪力放大系数=1.00RJX1=4.9617E+07(kN/m)RJY1=7.2408E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=3.8015E+06(kN/m)RJY3=3.7441E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=1.2672E+06(kN/m)RJY3/H=1.2480E+06(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.3TowerNo.1Xstif=40.7936(m)Ystif=3.3895(m)Alf=-0.0009(Degree)Xmass=42.3265(m)Ymass=4.4633(m)Gmass(活荷折减)=1041.5872(974.7125)(t)Eex=0.1023Eey=0.1004Ratx=0.9965Raty=0.9970Ratx1=1.5981Raty1=1.7231Ratx2=1.2902Raty2=1.3402薄弱层地震剪力放大系数=1.00RJX1=4.9444E+07(kN/m)RJY1=7.2192E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.9917E+06(kN/m)RJY3=2.8221E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=9.9724E+05(kN/m)RJY3/H=9.4070E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.4TowerNo.1Xstif=40.7926(m)Ystif=3.3046(m)Alf=-0.0007(Degree)Xmass=42.3265(m)Ymass=4.4633(m)Gmass(活荷折减)=1041.5872(974.7125)(t)Eex=0.1014Eey=0.1079Ratx=1.0000Raty=1.0000Ratx1=1.4996Raty1=1.6311Ratx2=1.2383Raty2=1.3110薄弱层地震剪力放大系数=1.00RJX1=4.9444E+07(kN/m)RJY1=7.2192E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.5764E+06(kN/m)RJY3=2.3398E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=8.5882E+05(kN/m)RJY3/H=7.7992E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.5TowerNo.1Xstif=40.7254(m)Ystif=3.1023(m)Alf=-0.0010(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1087Eey=0.1242Ratx=0.9692Raty=0.9285Ratx1=1.4396Raty1=1.5107Ratx2=1.2049Raty2=1.2459薄弱层地震剪力放大系数=1.00RJX1=4.7922E+07(kN/m)RJY1=6.7030E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.3118E+06(kN/m)RJY3=1.9831E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=7.7059E+05(kN/m)RJY3/H=6.6102E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.6TowerNo.1Xstif=40.7443(m)Ystif=3.2433(m)Alf=-0.0011(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1089Eey=0.1105Ratx=1.0000Raty=1.0000Ratx1=1.4021Raty1=1.4389Ratx2=1.1848Raty2=1.2072薄弱层地震剪力放大系数=1.00RJX1=4.7922E+07(kN/m)RJY1=6.7030E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.1318E+06(kN/m)RJY3=1.7685E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=7.1062E+05(kN/m)RJY3/H=5.8951E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.7TowerNo.1Xstif=40.7375(m)Ystif=3.0584(m)Alf=-0.0010(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1074Eey=0.1278Ratx=1.0000Raty=1.0000Ratx1=1.3745Raty1=1.3927Ratx2=1.1748Raty2=1.1851薄弱层地震剪力放大系数=1.00RJX1=4.7922E+07(kN/m)RJY1=6.7030E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.9993E+06(kN/m)RJY3=1.6278E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.6644E+05(kN/m)RJY3/H=5.4259E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.8TowerNo.1110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Xstif=40.7439(m)Ystif=3.0524(m)Alf=-0.0010(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1069Eey=0.1282Ratx=0.9524Raty=0.9524Ratx1=1.3456Raty1=1.3573Ratx2=1.1597Raty2=1.1654薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.8909E+06(kN/m)RJY3=1.5261E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.3030E+05(kN/m)RJY3/H=5.0871E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.9TowerNo.1Xstif=40.7391(m)Ystif=3.2593(m)Alf=-0.0011(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1096Eey=0.1094Ratx=1.0000Raty=1.0000Ratx1=1.3258Raty1=1.3351Ratx2=1.1488Raty2=1.1534薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.8116E+06(kN/m)RJY3=1.4550E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=6.0388E+05(kN/m)RJY3/H=4.8502E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.10TowerNo.1Xstif=40.7386(m)Ystif=3.1729(m)Alf=-0.0009(Degree)Xmass=42.3285(m)Ymass=4.4338(m)Gmass(活荷折减)=1039.3120(972.4374)(t)Eex=0.1085Eey=0.1170Ratx=1.0000Raty=1.0000Ratx1=1.3142Raty1=1.3211Ratx2=1.1414Raty2=1.1454薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3839E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.7522E+06(kN/m)RJY3=1.4017E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.8406E+05(kN/m)RJY3/H=4.6722E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.11TowerNo.1Xstif=40.7254(m)Ystif=3.1022(m)Alf=-0.0010(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1087Eey=0.1242Ratx=1.0000Raty=1.0000Ratx1=1.3125Raty1=1.3160Ratx2=1.1373Raty2=1.1399薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.7057E+06(kN/m)RJY3=1.3597E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.6857E+05(kN/m)RJY3/H=4.5324E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.12TowerNo.1Xstif=40.7443(m)Ystif=3.2433(m)Alf=-0.0011(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4376)(t)Eex=0.1089Eey=0.1105Ratx=1.0000Raty=1.0000Ratx1=1.3251Raty1=1.3250Ratx2=1.1377Raty2=1.1386薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.6664E+06(kN/m)RJY3=1.3254E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.5548E+05(kN/m)RJY3/H=4.4181E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.13TowerNo.1Xstif=40.7375(m)Ystif=3.0584(m)Alf=-0.0010(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1074Eey=0.1278Ratx=1.0000Raty=1.0000Ratx1=1.3608Raty1=1.3569Ratx2=1.1450Raty2=1.1446薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.6275E+06(kN/m)RJY3=1.2934E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.4251E+05(kN/m)RJY3/H=4.3114E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.14TowerNo.1Xstif=40.7439(m)Ystif=3.0525(m)Alf=-0.0010(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1069Eey=0.1282Ratx=1.0000Raty=1.0000Ratx1=1.4436Raty1=1.4345Ratx2=1.1629Raty2=1.1604薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.5793E+06(kN/m)RJY3=1.2556E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.2645E+05(kN/m)RJY3/H=4.1854E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.15TowerNo.1110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Xstif=40.7391(m)Ystif=3.2593(m)Alf=-0.0011(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1096Eey=0.1094Ratx=1.0000Raty=1.0000Ratx1=1.5436Raty1=1.5378Ratx2=1.2006Raty2=1.1961薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.5091E+06(kN/m)RJY3=1.2023E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=5.0302E+05(kN/m)RJY3/H=4.0075E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.16TowerNo.1Xstif=40.7386(m)Ystif=3.1729(m)Alf=-0.0009(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1085Eey=0.1171Ratx=1.0000Raty=1.0000Ratx1=1.6671Raty1=1.6561Ratx2=1.2966Raty2=1.2881薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.3966E+06(kN/m)RJY3=1.1168E+06(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=4.6554E+05(kN/m)RJY3/H=3.7228E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.17TowerNo.1Xstif=40.7244(m)Ystif=3.1021(m)Alf=-0.0010(Degree)Xmass=42.3285(m)Ymass=4.4337(m)Gmass(活荷折减)=1039.3121(972.4375)(t)Eex=0.1088Eey=0.1243Ratx=1.0000Raty=1.0000Ratx1=2.0006Raty1=2.0021Ratx2=1.5560Raty2=1.5572薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.1968E+06(kN/m)RJY3=9.6338E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=3.9894E+05(kN/m)RJY3/H=3.2113E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.18TowerNo.1Xstif=40.4533(m)Ystif=3.2207(m)Alf=-0.0013(Degree)Xmass=42.2759(m)Ymass=4.3822(m)Gmass(活荷折减)=1206.2136(1136.8645)(t)Eex=0.1276Eey=0.1091Ratx=1.0000Raty=1.0000Ratx1=5.3779Raty1=5.0919Ratx2=5.2285Raty2=4.9504薄弱层地震剪力放大系数=1.00RJX1=4.5640E+07(kN/m)RJY1=6.3838E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=8.5463E+05(kN/m)RJY3=6.8742E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=2.8488E+05(kN/m)RJY3/H=2.2914E+05(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.19TowerNo.1Xstif=40.5402(m)Ystif=5.5433(m)Alf=-0.0235(Degree)Xmass=41.2488(m)Ymass=3.8263(m)Gmass(活荷折减)=117.0204(105.3982)(t)Eex=0.2726Eey=0.6745Ratx=0.2498Raty=0.1723Ratx1=3.1254Raty1=2.9980Ratx2=1.9447Raty2=1.8654薄弱层地震剪力放大系数=1.00RJX1=1.1400E+07(kN/m)RJY1=1.0999E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.2702E+05(kN/m)RJY3=1.9286E+05(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=9.4592E+04(kN/m)RJY3/H=8.0359E+04(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.20TowerNo.1Xstif=38.8221(m)Ystif=5.4973(m)Alf=0.0014(Degree)Xmass=41.2005(m)Ymass=3.9730(m)Gmass(活荷折减)=92.4287(91.2167)(t)Eex=0.7362Eey=0.3590Ratx=0.6175Raty=0.4509Ratx1=1.0000Raty1=1.0000Ratx2=1.0000Raty2=1.0000薄弱层地震剪力放大系数=1.00RJX1=7.0400E+06(kN/m)RJY1=4.9597E+06(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.0377E+05(kN/m)RJY3=9.1898E+04(kN/m)RJZ3=0.0000E+00(kN/m)RJX3/H=3.4590E+04(kN/m)RJY3/H=3.0633E+04(kN/m)RJZ3/H=0.0000E+00(kN/m)---------------------------------------------------------------------------X方向最小刚度比:1.0000(第20层第1塔)Y方向最小刚度比:1.0000(第20层第1塔)============================================================================结构整体抗倾覆验算结果============================================================================抗倾覆力矩Mr倾覆力矩Mov比值Mr/Mov零应力区(%)X风荷载3896122.555492.570.210.00Y风荷载3466264.257279.560.510.00X地震3793756.072060.052.650.00Y地震3375191.865103.051.840.00110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼============================================================================结构舒适性验算结果(仅当满足规范适用条件时结果有效)============================================================================按高钢规计算X向顺风向顶点最大加速度(m/s2)=0.019按高钢规计算X向横风向顶点最大加速度(m/s2)=0.003按荷载规范计算X向顺风向顶点最大加速度(m/s2)=0.021按荷载规范计算X向横风向顶点最大加速度(m/s2)=0.004按高钢规计算Y向顺风向顶点最大加速度(m/s2)=0.020按高钢规计算Y向横风向顶点最大加速度(m/s2)=0.003按荷载规范计算Y向顺风向顶点最大加速度(m/s2)=0.022按荷载规范计算Y向横风向顶点最大加速度(m/s2)=0.005============================================================================结构整体稳定验算结果============================================================================X向刚重比EJd/GH**2=7.64Y向刚重比EJd/GH**2=6.41该结构刚重比EJd/GH**2大于1.4,能够通过高规(5.4.4)的整体稳定验算该结构刚重比EJd/GH**2大于2.7,可以不考虑重力二阶效应***********************************************************************楼层抗剪承载力、及承载力比值***********************************************************************Ratio_Bu:表示本层与上一层的承载力之比----------------------------------------------------------------------层号塔号X向承载力Y向承载力Ratio_Bu:X,Y----------------------------------------------------------------------2010.1392E+040.1118E+041.001.001910.2102E+040.2029E+041.511.811810.9453E+040.1412E+054.506.961710.9821E+040.1448E+051.041.031610.9835E+040.1462E+051.001.011510.1012E+050.1507E+051.031.031410.1029E+050.1534E+051.021.021310.1051E+050.1556E+051.021.011210.1079E+050.1580E+051.031.021110.1109E+050.1615E+051.031.021010.1132E+050.1666E+051.021.03910.1150E+050.1715E+051.021.03810.1162E+050.1752E+051.011.02710.1280E+050.1950E+051.101.11610.1295E+050.1995E+051.011.02510.1311E+050.2017E+051.011.01410.1441E+050.2274E+051.101.13310.1447E+050.2287E+051.001.01210.1440E+050.2171E+051.000.95110.1715E+050.2309E+051.191.06X方向最小楼层抗剪承载力之比:1.00层号:2塔号:1Y方向最小楼层抗剪承载力之比:0.95层号:2塔号:12．周期、振型、地震力======================================================================周期、地震力与振型输出文件(VSS求解器)======================================================================考虑扭转耦联时的振动周期(秒)、X,Y方向的平动系数、扭转系数振型号周期转角平动系数(X+Y)扭转系数11.767393.090.94(0.00+0.93)0.0621.624515.390.60(0.56+0.04)0.4031.5501166.550.46(0.44+0.03)0.5440.5218104.520.64(0.04+0.60)0.3650.491743.860.70(0.37+0.34)0.3060.4747161.690.66(0.59+0.07)0.3470.2662116.620.47(0.10+0.37)0.5380.246647.680.90(0.41+0.49)0.1090.2355152.420.63(0.50+0.14)0.37100.1662130.520.44(0.18+0.25)0.56110.152744.380.99(0.51+0.48)0.01120.1431137.290.58(0.31+0.27)0.42130.1157155.370.52(0.42+0.10)0.48140.113648.860.79(0.34+0.44)0.21150.0992123.120.60(0.18+0.42)0.40160.096135.790.86(0.56+0.30)0.14170.0864139.350.55(0.31+0.24)0.45180.0789120.050.66(0.17+0.49)0.34110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼地震作用最大的方向=-14.328(度)============================================================仅考虑X向地震作用时的地震力Floor:层号Tower:塔号F-x-x:X方向的耦联地震力在X方向的分量F-x-y:X方向的耦联地震力在Y方向的分量F-x-t:X方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.03-0.70-0.181910.03-0.78-0.201810.42-8.34-25.471710.36-6.85-20.861610.35-6.54-20.101510.33-6.20-19.231410.32-5.83-18.261310.30-5.43-17.181210.28-5.00-15.991110.26-4.55-14.701010.23-4.07-13.31910.21-3.58-11.86810.19-3.07-10.35710.16-2.57-8.81610.14-2.07-7.28510.11-1.60-5.77410.09-1.16-4.34310.06-0.78-3.01210.04-0.45-1.81110.00-0.36-1.97振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2018.023.04-6.601918.833.35-7.4218196.1227.83-966.6117179.5122.43-790.2316176.2321.30-760.0315172.6320.10-726.2814168.6818.81-688.5713164.3717.44-646.7812159.7215.97-601.0311154.7614.43-551.6110149.5212.82-498.959144.0511.17-443.638138.429.50-386.407132.727.84-328.216127.066.23-270.255121.504.70-213.504116.253.33-160.283111.292.16-110.81216.871.20-66.80114.510.58-72.76振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2016.80-2.356.791917.72-2.567.7618176.91-19.101020.0117162.92-15.26831.5316160.16-14.47797.6715157.16-13.63760.3514153.91-12.74718.9713150.38-11.80673.3512146.58-10.80623.5811142.53-9.75569.9610138.27-8.65513.009133.84-7.53453.428129.32-6.40392.137124.78-5.27330.376120.30-4.17269.435115.94-3.14210.184111.79-2.22154.90110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼317.99-1.43104.32214.70-0.8060.62114.76-0.3362.88振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-0.723.162.50191-0.693.062.46181-7.5129.99286.14171-5.3220.01196.40161-3.9613.90145.79151-2.477.5190.84141-0.901.0433.281310.66-5.20-24.191212.14-10.92-78.501113.46-15.79-126.541014.55-19.54-165.49915.35-21.97-193.07815.82-22.95-207.73715.95-22.47-208.86615.72-20.66-197.14515.18-17.77-174.18414.40-14.17-143.02313.39-10.25-105.99212.27-6.38-67.63110.80-5.58-77.14振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-8.35-9.386.41191-7.95-9.026.86181-75.61-75.51839.08171-51.72-49.11572.26161-37.26-33.15420.77151-21.87-16.77257.27141-6.06-0.4887.021319.4715.01-82.2312123.9628.93-241.7011136.6640.55-382.4710146.8849.24-496.429154.0954.56-577.028157.9356.27-619.787158.2454.44-622.906155.2049.46-588.305149.1741.98-520.514140.8633.00-428.193130.7223.55-317.862120.0314.41-203.421113.7810.70-232.92振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-14.846.43-9.61191-14.765.99-10.33181-131.2944.46-1245.15171-87.5628.36-829.17161-61.3618.75-589.91151-34.099.00-338.79141-6.59-0.57-82.8613119.99-9.56166.7012144.42-17.56397.0111165.45-24.15595.2510181.98-29.00750.039193.15-31.88852.548198.44-32.68897.567197.73-31.46884.166191.45-28.45817.305180.35-24.05705.864165.47-18.84564.663148.27-13.40406.082130.70-8.19249.141130.65-5.49270.80振型7的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2011.60-3.47-4.24110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1911.36-2.83-3.7218112.41-24.17-390.761716.36-10.76-197.201611.57-0.66-55.51151-3.088.4880.33141-6.9915.54193.06131-9.5719.53266.58121-10.4519.91290.18111-9.5316.68261.07101-6.9710.42185.1491-3.222.2476.19811.09-6.43-46.39715.24-14.10-160.83618.54-19.50-247.665110.51-21.86-294.254110.95-20.98-295.47319.69-17.23-251.88217.19-11.84-179.06113.29-11.50-222.53振型8的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2019.5111.62-0.091917.739.28-2.0618158.9465.30-367.4517127.5426.87-185.151613.73-1.37-50.16151-18.39-26.0480.90141-36.05-44.21190.98131-46.86-53.54264.05121-49.33-52.91288.95111-43.23-42.72261.90101-29.68-24.90187.5691-10.97-2.6378.55819.7620.25-46.497129.0439.81-166.036143.7552.93-259.625151.8657.88-312.824152.4254.45-318.663145.4643.91-275.822132.9629.61-198.861127.1724.92-249.29振型9的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20112.52-8.0310.3219110.66-6.349.2118176.98-40.30874.3817133.85-15.75407.671611.821.9870.42151-26.9317.17-239.13141-49.0028.05-483.68131-61.5733.30-629.64121-63.0932.37-656.68111-53.6025.64-563.08101-34.8614.38-366.9791-10.080.57-103.748116.58-13.39179.777140.67-25.20433.086158.38-32.98613.895167.41-35.73697.544166.63-33.38677.533156.83-26.77560.402140.52-17.94386.341145.64-13.66467.07振型10的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-2.753.524.62191-2.082.273.69181-14.6815.69375.29171-3.111.83105.831616.08-8.47-98.3315112.64-14.95-248.0114114.81-16.03-305.1213112.05-11.57-256.631215.32-3.10-121.60111-3.206.6054.13110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼101-10.7814.34212.3591-15.0117.57301.1881-14.5415.17291.8571-9.527.85188.1261-1.62-1.9925.98516.75-11.31-143.004113.14-17.26-266.753115.60-18.09-306.552113.75-14.69-264.66118.54-16.43-377.82振型11的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-14.17-14.71-17.48191-8.79-8.34-6.02181-40.77-39.3042.90171-3.160.1419.2716124.3127.83-3.0915141.5843.19-25.1514144.5942.94-39.5213133.0428.05-40.5512110.773.75-26.63111-15.22-22.01-1.45101-36.80-40.9026.8391-47.25-46.9148.2281-43.25-38.1254.1871-26.03-17.3640.9661-1.088.6111.935124.3631.92-23.884143.0145.70-54.573149.5446.22-69.132142.9736.47-61.801144.7135.65-84.01振型12的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-8.919.17-10.53191-6.105.75-7.84181-28.6127.11-491.19171-1.44-0.30-112.4716117.85-19.09169.3715129.18-29.12367.7614130.20-28.42432.5813121.26-17.97348.251215.50-1.56143.92111-12.0415.31-113.42101-25.9227.21-339.2291-31.9030.41-458.4081-28.2023.98-430.1471-16.0610.10-262.09610.67-6.67-9.965117.23-21.25248.024128.97-29.40433.633132.86-29.06487.722128.34-22.40417.821140.61-19.01600.65振型13的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20110.36-0.619.201915.33-1.101.2418113.29-11.98-432.11171-9.501.17-24.44161-23.0910.00258.64151-24.0212.51373.73141-12.197.80281.311316.50-1.4839.5612122.72-10.30-221.4211128.17-13.83-365.4310119.85-10.05-319.47911.62-0.79-110.2281-17.589.11151.2771-28.2414.40328.0461-25.1712.29332.3951-9.953.89169.074110.32-6.53-75.293126.05-13.56-273.132130.34-15.00-341.67110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1128.02-20.78-595.87振型14的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20113.4513.1239.421915.013.6414.02181-8.48-3.4580.38171-13.38-12.64-17.61161-11.99-15.32-82.37151-5.22-9.90-100.771413.580.82-65.7013110.5611.643.9212112.8617.3372.251119.6915.03104.561012.615.6584.5791-5.30-6.5122.6181-10.73-15.74-49.8271-11.53-17.64-96.1361-7.63-11.38-94.4751-0.760.10-47.91416.3511.5419.603110.9317.6673.832111.4317.4095.081116.7820.61175.19振型15的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2016.42-9.897.071913.38-3.985.511813.62-5.94163.57171-7.4211.07-10.48161-12.0218.46-133.39151-9.6214.74-183.84141-2.252.91-136.721316.01-10.42-11.6812111.06-18.32130.1711110.69-16.95214.311015.47-7.29191.6291-1.835.5867.0481-7.7515.18-99.1571-9.7916.94-220.1361-7.5110.52-231.0051-2.29-0.57-124.44413.58-10.8648.29317.81-15.57197.43218.97-14.43259.351119.92-13.43478.10振型16的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-13.41-8.54-52.79191-2.390.96-16.9618140.5731.51156.8017114.805.9732.25161-11.09-14.00-54.14151-29.19-24.27-93.87141-30.34-20.14-77.77131-14.31-4.39-21.5712110.0213.9441.6011129.2124.5279.3110132.5921.4275.509118.176.3936.1981-6.18-12.15-16.3771-27.02-23.84-56.2461-33.04-22.40-67.5551-21.38-8.96-49.87411.819.05-14.003124.1521.6622.492134.2524.7649.831149.7731.24127.21振型17的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-3.505.777.85191-2.231.013.21181-7.18-4.94288.18110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1717.79-7.78-62.0116114.44-5.71-261.161519.221.47-246.38141-3.858.97-49.27131-14.9011.11177.95121-15.295.47270.58111-4.19-4.82168.1010110.52-12.84-46.909117.97-12.56-214.568112.38-3.42-217.2071-2.488.79-63.4461-15.8015.74123.4051-18.2312.57208.9941-7.811.05140.04318.39-11.08-20.962119.32-17.35-153.451124.33-26.30-381.50振型18的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-2.273.90-2.25191-0.900.76-2.061813.47-4.93-15.771712.86-4.2413.311610.60-1.3630.30151-1.982.5025.11141-2.964.57-2.45131-1.783.50-33.851210.480.16-43.831112.08-3.07-20.731011.98-4.0621.71910.55-2.3152.3681-0.940.8045.9371-1.423.124.0561-0.823.25-43.53510.081.39-62.31410.51-1.09-37.35310.30-2.6013.9421-0.06-2.7256.43112.21-2.42139.68各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)13.902841.063656.75428.135288.176497.54730.028165.369229.381031.3811122.381293.521352.831428.221526.431667.011728.90182.00各层X方向的作用力(CQC)Floor:层号Tower:塔号Fx:X向地震作用下结构的地震反应力Vx:X向地震作用下结构的楼层剪力Mx:X向地震作用下结构的弯矩StaticFx:静力法X向的地震力------------------------------------------------------------------------------------------FloorTowerFxVx(分塔剪重比)(整层剪重比)MxStaticFx(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)20146.5646.56(5.10%)(5.10%)139.68276.8919137.0482.51(4.20%)(4.20%)336.8422.03181308.17381.87(2.86%)(2.86%)1453.41227.83171207.87579.29(2.51%)(2.51%)3170.02184.46161176.42725.70(2.21%)(2.21%)5307.24174.04151168.52837.39(1.97%)(1.97%)7741.13163.62110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼141168.87927.31(1.78%)(1.78%)10390.46153.20131170.081002.70(1.62%)(1.62%)13202.85142.77121174.231068.20(1.49%)(1.49%)16143.56132.35111181.141128.73(1.39%)(1.39%)19191.68121.93101186.101188.30(1.30%)(1.30%)22339.12111.5191188.131248.40(1.24%)(1.24%)25587.36101.0981191.561309.76(1.18%)(1.18%)28943.7390.6771196.541374.19(1.14%)(1.14%)32420.1280.2561196.951442.55(1.11%)(1.11%)36032.7169.8251191.491512.41(1.08%)(1.08%)39798.6359.4041185.431580.44(1.06%)(1.06%)43731.5249.1031175.371643.53(1.03%)(1.03%)47838.3738.6521147.601696.20(1.00%)(1.00%)52117.0228.2311166.491757.56(0.95%)(0.95%)59764.5230.90抗震规范(5.2.5)条要求的X向楼层最小剪重比=0.80%X方向的有效质量系数:97.73%============================================================仅考虑Y向地震时的地震力Floor:层号Tower:塔号F-y-x:Y方向的耦联地震力在X方向的分量F-y-y:Y方向的耦联地震力在Y方向的分量F-y-t:Y方向的耦联地震力的扭矩振型1的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.5012.583.24191-0.5414.003.55181-7.60149.59456.73171-6.45122.84374.03161-6.21117.21360.35151-5.95111.11344.90141-5.65104.49327.49131-5.3297.34308.06121-4.9789.66286.68111-4.6081.51263.50101-4.2072.97238.7391-3.7864.12212.6481-3.3455.09185.5771-2.8946.04158.0361-2.4337.15130.5351-1.9828.63103.4441-1.5620.8077.8531-1.1313.9053.9221-0.738.0532.5111-0.076.3735.33振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2012.140.81-1.761912.350.89-1.9818125.637.42-257.7217121.205.98-210.6916120.325.68-202.6415119.365.36-193.6414118.315.02-183.5813117.164.65-172.4412115.924.26-160.2511114.603.85-147.0710113.203.42-133.039111.742.98-118.288110.242.53-103.02718.722.09-87.51617.211.66-72.05515.731.25-56.92414.330.89-42.73313.010.57-29.54211.830.32-17.81111.200.15-19.40振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-1.580.55-1.58110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼191-1.790.59-1.80181-17.854.43-236.71171-14.603.54-192.97161-13.963.36-185.11151-13.273.16-176.45141-12.512.96-166.85131-11.692.74-156.26121-10.812.51-144.71111-9.872.26-132.27101-8.882.01-119.0591-7.851.75-105.2281-6.801.49-91.0071-5.751.22-76.6761-4.710.97-62.5251-3.700.73-48.7841-2.740.51-35.9531-1.850.33-24.2121-1.090.19-14.0711-1.100.08-14.59振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2012.95-12.93-10.241912.81-12.52-10.0718130.70-122.61-1169.8217121.74-81.80-802.9316116.18-56.81-596.0215110.09-30.69-371.361413.70-4.27-136.06131-2.6921.2898.90121-8.7544.65320.93111-14.1464.56517.33101-18.6079.90676.5791-21.8889.81789.3081-23.8193.81849.2471-24.3191.85853.8561-23.3984.47805.9751-21.1772.66712.1141-18.0157.92584.7031-13.8541.92433.3021-9.3026.09276.5011-3.2722.82315.35振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-8.07-9.076.20191-7.69-8.736.63181-73.12-73.03811.49171-50.02-47.49553.44161-36.03-32.06406.93151-21.15-16.21248.81141-5.86-0.4684.161319.1614.52-79.5212123.1727.98-233.7511135.4539.22-369.8910145.3447.62-480.109152.3152.76-558.048156.0254.42-599.407156.3252.65-602.426153.3847.83-568.965147.5540.60-503.404139.5231.92-414.113129.7122.77-307.402119.3713.94-196.731113.3210.35-225.26振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2014.84-2.103.141914.81-1.953.3718142.83-14.50406.1717128.56-9.25270.4816120.02-6.12192.4315111.12-2.94110.511412.150.1927.03131-6.523.12-54.38121-14.495.73-129.50111-21.357.88-194.17110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼101-26.749.46-244.6691-30.3910.40-278.1081-32.1110.66-292.7971-31.8810.26-288.4161-29.839.28-266.6151-26.217.84-230.2541-21.366.15-184.1931-15.754.37-132.4621-10.012.67-81.2711-10.001.79-88.33振型7的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-3.858.3710.25191-3.306.828.99181-29.9858.38943.83171-15.3725.99476.31161-3.801.59134.091517.45-20.49-194.0214116.88-37.54-466.3313123.11-47.18-643.8912125.24-48.10-700.9111123.01-40.28-630.5810116.83-25.17-447.18917.77-5.42-184.0381-2.6415.53112.0571-12.6634.06388.4761-20.6347.10598.2051-25.3952.81710.7441-26.4450.67713.6931-23.4241.61608.4021-17.3628.59432.5011-7.9527.78537.49振型8的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)20110.8413.24-0.101918.8110.57-2.3518167.1874.43-418.8417131.4030.62-211.041614.25-1.56-57.17151-20.96-29.6892.21141-41.09-50.39217.68131-53.41-61.03300.97121-56.23-60.31329.36111-49.28-48.69298.52101-33.83-28.39213.7991-12.50-3.0089.548111.1223.08-52.997133.1045.38-189.256149.8760.33-295.935159.1165.97-356.564159.7662.06-363.223151.8150.05-314.392137.5733.75-226.671130.9728.41-284.15振型9的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-6.344.06-5.22191-5.393.21-4.66181-38.9420.39-442.32171-17.127.97-206.23161-0.92-1.00-35.6215113.62-8.68120.9714124.79-14.19244.6813131.15-16.85318.5212131.91-16.38332.2011127.11-12.97284.8510117.64-7.27185.64915.10-0.2952.4881-8.396.78-90.9471-20.5712.75-219.0861-29.5316.68-310.5551-34.1018.07-352.8741-33.7116.89-342.7431-28.7513.54-283.4921-20.509.08-195.44110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼11-23.096.91-236.28振型10的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2014.30-5.50-7.211913.26-3.55-5.7718122.95-24.53-586.621714.86-2.85-165.43161-9.5113.23153.69151-19.7623.37387.67141-23.1425.06476.93131-18.8318.09401.14121-8.314.84190.081115.00-10.31-84.6110116.85-22.42-331.929123.46-27.46-470.788122.73-23.71-456.197114.88-12.27-294.04612.533.11-40.6151-10.5517.68223.5241-20.5426.98416.9531-24.3828.28479.1721-21.4922.97413.6911-13.3625.69590.57振型11的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-14.22-14.77-17.55191-8.82-8.37-6.05181-40.91-39.4443.06171-3.170.1419.3416124.4027.93-3.1115141.7343.35-25.2414144.7543.10-39.6713133.1628.16-40.6912110.803.76-26.72111-15.28-22.09-1.45101-36.93-41.0526.9391-47.42-47.0848.3981-43.41-38.2654.3771-26.12-17.4241.1161-1.088.6411.975124.4532.04-23.974143.1645.86-54.773149.7246.38-69.382143.1336.60-62.031144.8735.78-84.31振型12的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2017.16-7.388.471914.90-4.636.3018123.00-21.80395.021711.150.2490.45161-14.3515.35-136.21151-23.4723.42-295.75141-24.2922.85-347.89131-17.1014.45-280.07121-4.431.26-115.741119.68-12.3191.2210120.84-21.89272.809125.65-24.46368.658122.68-19.29345.927112.91-8.12210.7861-0.545.378.0151-13.8517.09-199.4641-23.3023.65-348.7331-26.4323.37-392.2321-22.7918.02-336.0211-32.6615.29-483.05振型13的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-6.830.40-6.07191-3.510.73-0.82181-8.767.90284.97110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1716.26-0.7716.1216115.23-6.60-170.5615115.84-8.25-246.461418.04-5.14-185.52131-4.290.98-26.09121-14.986.79146.02111-18.579.12240.99101-13.096.62210.6891-1.070.5272.698111.59-6.01-99.767118.62-9.50-216.336116.60-8.10-219.20516.56-2.56-111.4941-6.804.3149.6531-17.188.94180.1221-20.019.89225.3211-18.4813.71392.96振型14的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)20120.0119.5158.621917.455.4220.86181-12.61-5.13119.55171-19.91-18.80-26.19161-17.84-22.79-122.50151-7.76-14.72-149.881415.331.22-97.7213115.7117.325.8312119.1225.78107.4611114.4222.35155.511013.888.40125.7891-7.89-9.6833.6381-15.96-23.41-74.0971-17.15-26.23-142.9761-11.35-16.92-140.5151-1.130.15-71.26419.4517.1729.163116.2626.27109.812117.0025.88141.421124.9530.66260.56振型15的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-7.8312.07-8.62191-4.124.86-6.73181-4.427.25-199.611719.05-13.5112.7916114.67-22.53162.7915111.74-17.98224.351412.75-3.55166.85131-7.3412.7114.25121-13.5022.36-158.86111-13.0520.69-261.53101-6.678.89-233.85912.24-6.81-81.81819.45-18.52121.007111.95-20.68268.63619.16-12.83281.90512.800.69151.8641-4.3713.25-58.9331-9.5319.00-240.9321-10.9417.61-316.5011-24.3116.39-583.44振型16的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-10.55-6.72-41.54191-1.880.76-13.3418131.9324.79123.3817111.654.7025.38161-8.73-11.01-42.60151-22.96-19.10-73.86141-23.87-15.84-61.19131-11.26-3.45-16.971217.8810.9732.7311122.9919.2962.4010125.6516.8559.419114.305.0328.47110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼81-4.86-9.56-12.8871-21.26-18.76-44.2561-25.99-17.63-53.1551-16.82-7.05-39.24411.427.12-11.023119.0017.0417.692126.9519.4839.211139.1624.58100.09振型17的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2014.22-6.95-9.471912.69-1.22-3.871818.655.95-347.42171-9.399.3774.76161-17.416.88314.85151-11.12-1.77297.031414.65-10.8159.4013117.96-13.39-214.5312118.43-6.60-326.211115.055.81-202.65101-12.6815.4856.5491-21.6715.15258.6781-14.924.13261.85712.99-10.6076.486119.04-18.98-148.765121.97-15.15-251.95419.41-1.27-168.8331-10.1113.3525.2721-23.2920.91185.0011-29.3331.71459.92振型18的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2015.47-9.395.431912.16-1.824.96181-8.3611.8637.98171-6.8910.20-32.04161-1.443.27-72.951514.76-6.01-60.461417.12-11.015.911314.29-8.4381.50121-1.15-0.39105.52111-5.017.4049.92101-4.779.77-52.2891-1.325.56-126.07812.27-1.93-110.58713.42-7.51-9.76611.97-7.83104.8151-0.20-3.36150.0441-1.232.6289.9231-0.726.25-33.57210.146.55-135.8811-5.325.82-336.33各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)11253.46259.79335.374470.105269.53652.947175.148214.84958.701076.6811123.261260.491322.971462.431539.361641.481742.011811.61各层Y方向的作用力(CQC)Floor:层号Tower:塔号110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Fy:Y向地震作用下结构的地震反应力Vy:Y向地震作用下结构的楼层剪力My:Y向地震作用下结构的弯矩StaticFy:静力法Y向的地震力------------------------------------------------------------------------------------------FloorTowerFyVy(分塔剪重比)(整层剪重比)MyStaticFy(kN)(kN)(kN-m)(kN)(注意:下面分塔输出的剪重比不适合于上连多塔结构)20147.3947.39(5.20%)(5.20%)142.17277.3919135.0780.78(4.11%)(4.11%)334.8220.19181290.83363.08(2.72%)(2.72%)1394.53208.82171190.53540.75(2.35%)(2.35%)2992.51169.06161163.43667.68(2.04%)(2.04%)4948.26159.51151160.02763.00(1.79%)(1.79%)7146.06149.96141161.53839.75(1.61%)(1.61%)9515.63140.41131163.12904.26(1.46%)(1.46%)12013.98130.86121168.16961.03(1.34%)(1.34%)14614.06121.31111174.411014.85(1.25%)(1.25%)17302.11111.75101177.251068.60(1.17%)(1.17%)20075.78102.2091178.921122.82(1.11%)(1.11%)22940.0192.6581183.681178.74(1.07%)(1.07%)25903.9083.1071187.661238.40(1.03%)(1.03%)28981.0073.5561185.741301.51(1.00%)(1.00%)32188.3564.0051181.481365.40(0.98%)(0.98%)35542.3354.4441177.861428.34(0.96%)(0.96%)39055.4645.0031162.891487.68(0.93%)(0.93%)42735.2635.4221128.691535.94(0.91%)(0.91%)46579.5725.8711132.631587.88(0.85%)(0.85%)53466.2028.32抗震规范(5.2.5)条要求的Y向楼层最小剪重比=0.80%Y方向的有效质量系数:96.65%==========各楼层地震剪力系数调整情况[抗震规范(5.2.5)验算]==========层号塔号X向调整系数Y向调整系数111.0001.000211.0001.000311.0001.000411.0001.000511.0001.000611.0001.000711.0001.000811.0001.000911.0001.0001011.0001.0001111.0001.0001211.0001.0001311.0001.0001411.0001.0001511.0001.0001611.0001.0001711.0001.0001811.0001.0001911.0001.0002011.0001.000**本文件结果是在地震外力CQC下的统计结果，内力CQC统计结果见WV02Q.OUT3．结构位移///////////////////////////////////////////////////////////////////////////|公司名称:||||SATWE位移输出文件||文件名称:WDISP.OUT||||工程名称:设计人:||工程代号:校核人:日期:2013/11/12|///////////////////////////////////////////////////////////////////////////所有位移的单位为毫米Floor:层号Tower:塔号Jmax:最大位移对应的节点号JmaxD:最大层间位移对应的节点号Max-(Z):节点的最大竖向位移110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼h:层高Max-(X)，Max-(Y):X,Y方向的节点最大位移Ave-(X)，Ave-(Y):X,Y方向的层平均位移Max-Dx，Max-Dy:X,Y方向的最大层间位移Ave-Dx，Ave-Dy:X,Y方向的平均层间位移Ratio-(X),Ratio-(Y):最大位移与层平均位移的比值Ratio-Dx,Ratio-Dy:最大层间位移与平均层间位移的比值Max-Dx/h，Max-Dy/h:X,Y方向的最大层间位移角DxR/Dx,DyR/Dy:X,Y方向的有害位移角占总位移角的百分比例Ratio_AX,Ratio_AY:本层位移角与上层位移角的1.3倍及上三层平均位移角的1.2倍的比值的大者X-Disp，Y-Disp，Z-Disp:节点X,Y,Z方向的位移===工况1===X方向地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011385810.7210.673000.138580.460.451/6484.1.2%1.001911377810.3010.272400.137780.370.361/6503.1.6%0.781811342210.2310.083000.134460.490.451/6145.8.3%0.82171126929.859.703000.127160.520.491/5744.7.3%0.90161119689.439.283000.119920.550.521/5417.6.7%0.94151112408.988.823000.112640.590.561/5124.5.8%0.96141105158.508.333000.105390.610.591/4882.4.9%0.9413197957.977.813000.98190.640.621/4685.4.0%0.9312190737.417.253000.90970.660.651/4528.3.2%0.9111183446.826.663000.83680.680.671/4406.2.5%0.9010176206.206.043000.76440.690.691/4318.1.6%0.889168925.555.403000.69160.700.701/4269.0.5%0.878161674.884.743000.61670.710.701/4245.0.8%0.857154474.204.063000.54470.700.701/4256.1.5%0.836147253.513.383000.47250.700.691/4308.3.3%0.825139962.832.703000.39960.680.671/4443.6.1%0.804132722.162.043000.32720.640.621/4700.10.3%0.763125481.531.423000.25480.580.561/5155.18.4%0.712118270.950.873000.18270.490.461/6164.46.5%0.621110820.460.415100.10820.460.411/9999.97.3%0.40X方向最大层间位移角:1/4245.(第8层第1塔)===工况2===X双向地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011385810.7710.703000.138580.470.461/6440.0.5%1.001911377810.3410.302400.137780.370.371/6458.0.6%0.771811342210.7210.333000.134460.510.461/5906.8.2%0.831711269210.329.933000.127160.540.501/5517.7.2%0.90161119689.889.503000.119920.580.541/5199.6.6%0.94151112409.419.043000.112640.610.581/4919.5.6%0.96141105158.908.543000.105390.640.611/4690.4.7%0.9413197958.358.013000.98190.670.641/4504.3.9%0.9312190737.777.443000.90970.690.671/4358.3.1%0.9111183447.156.843000.83680.710.691/4245.2.4%0.90110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼10176206.516.213000.76200.720.711/4150.1.5%0.889168925.835.553000.68920.740.721/4076.0.5%0.878161675.144.873000.61670.740.721/4037.0.7%0.857154474.424.183000.54470.740.721/4048.1.5%0.836147253.703.493000.47250.730.711/4093.3.2%0.825139962.992.803000.39960.710.691/4216.5.9%0.804132722.282.123000.32720.670.651/4456.9.9%0.763125481.611.493000.25480.620.581/4876.17.9%0.712118271.000.913000.18270.520.481/5819.45.0%0.631110820.490.435100.10820.490.431/9999.94.0%0.41X方向最大层间位移角:1/4037.(第8层第1塔)===工况3===X+偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011386911.1410.713000.138690.450.451/6606.0.9%1.001911379510.7610.322400.137950.370.361/6464.0.7%0.781811344612.0110.173000.134460.570.461/5274.8.1%0.831711271611.529.773000.127160.610.491/4920.7.2%0.901611199211.009.343000.119920.650.531/4622.6.7%0.941511126410.448.873000.112640.690.561/4356.5.7%0.96141105399.858.383000.105390.730.601/4136.4.9%0.9413198199.217.843000.98190.760.631/3956.4.0%0.9312190978.547.283000.90970.790.651/3813.3.2%0.9111183687.826.683000.83680.810.671/3703.2.4%0.9010176447.076.063000.76440.830.691/3622.1.6%0.889169166.305.403000.69160.840.701/3574.0.5%0.878161915.504.733000.61910.840.711/3571.0.8%0.857154714.694.053000.54710.830.701/3614.1.6%0.836147493.883.373000.47490.810.691/3682.3.3%0.825140203.082.693000.40200.790.671/3819.6.4%0.794132962.302.033000.32960.730.621/4118.10.4%0.763125721.581.413000.25720.640.561/4675.18.7%0.702118510.940.863000.18510.510.451/5932.45.7%0.621110420.440.415100.10420.440.411/9999.97.8%0.41X方向最大层间位移角:1/3571.(第8层第1塔)===工况4===X-偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)hJmaxDMax-DxAve-DxMax-Dx/hDxR/DxRatio_AX2011385811.1510.623000.138580.480.451/6281.1.6%1.001911377810.7110.222400.137780.380.361/6293.2.6%0.781811342212.1410.173000.134220.500.451/5951.8.3%0.821711269211.699.773000.126920.550.491/5416.7.3%0.891611196811.209.343000.119680.600.531/4974.6.7%0.94110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1511124010.678.883000.112400.650.561/4607.5.7%0.961411051510.108.393000.105150.690.601/4319.4.8%0.9413197959.487.863000.97950.730.631/4092.4.0%0.9312190738.827.293000.90730.770.651/3914.3.2%0.9111183448.116.703000.83440.790.671/3776.2.4%0.9010176207.376.073000.76200.820.691/3670.1.6%0.889168926.605.433000.68920.830.701/3596.0.6%0.878161675.814.763000.61670.840.701/3558.0.7%0.857154474.994.083000.54470.840.701/3567.1.5%0.836147254.173.403000.47250.830.691/3610.3.2%0.825139963.352.723000.39960.810.671/3726.5.8%0.804132722.562.063000.32720.760.631/3955.10.0%0.763125481.801.443000.25480.690.561/4345.18.1%0.712118271.110.883000.18270.580.461/5211.47.2%0.631110820.540.415100.10820.540.411/9466.96.6%0.40X方向最大层间位移角:1/3558.(第8层第1塔)===工况5===Y方向地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011387811.8711.563000.138780.560.521/5373.1.5%1.001911380911.3811.102400.138090.440.421/5486.0.9%0.781811372413.2611.393000.137240.620.551/4877.6.0%0.851711299512.7210.903000.129950.660.591/4544.6.2%0.901611227012.1410.393000.122700.710.621/4230.5.9%0.931511154311.529.843000.115430.760.661/3959.5.2%0.941411081610.859.253000.108160.800.701/3739.4.3%0.931311009710.138.633000.100970.840.731/3566.3.6%0.9212193759.377.973000.93750.870.761/3430.2.8%0.9111186478.577.273000.86470.900.781/3325.2.1%0.8910179227.736.553000.79220.920.801/3249.1.2%0.889171956.865.803000.71950.940.811/3203.0.1%0.868164685.965.033000.64680.940.811/3194.1.4%0.857157495.054.253000.57490.930.801/3232.3.1%0.826150274.153.483000.50270.900.781/3321.6.1%0.805142993.262.723000.42990.850.731/3517.10.7%0.764135742.412.003000.35740.770.651/3915.12.8%0.703128511.651.363000.28510.670.571/4465.20.7%0.662121280.980.803000.21280.530.441/5630.47.3%0.601114180.500.395100.14180.500.391/9999.87.6%0.38Y方向最大层间位移角:1/3194.(第8层第1塔)===工况6===Y双向地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼2011387811.8811.583000.138780.560.521/5311.1.2%1.001911380911.3911.112400.138090.440.421/5459.1.2%0.781811372413.4011.563000.137240.630.561/4789.5.9%0.851711299512.8511.063000.129950.670.601/4464.6.1%0.901611227012.2610.543000.122700.720.631/4161.5.8%0.931511154311.649.993000.115430.770.671/3898.5.1%0.941411081610.969.393000.108160.810.711/3686.4.3%0.931311009710.248.763000.100970.850.741/3518.3.5%0.9212193759.478.093000.93750.890.771/3387.2.7%0.9011186478.677.393000.86470.910.791/3286.2.0%0.8910179227.826.663000.79220.930.811/3213.1.1%0.889171956.945.903000.71950.950.821/3168.0.1%0.868164686.045.123000.64680.950.831/3159.1.4%0.857157495.124.333000.57490.940.821/3197.3.0%0.826150274.203.553000.50270.910.791/3283.6.0%0.805142993.312.783000.42990.860.751/3474.10.5%0.764135742.452.053000.35740.780.671/3861.12.5%0.703128511.681.403000.28510.680.581/4397.20.2%0.662121281.000.833000.21280.540.461/5530.46.1%0.601114180.520.415100.14180.520.411/9866.85.2%0.38Y方向最大层间位移角:1/3159.(第8层第1塔)===工况7===Y+偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011387812.0811.473000.138780.560.521/5319.1.8%1.001911380911.5811.012400.138090.440.421/5431.1.7%0.781811372415.2611.583000.137240.700.561/4305.6.0%0.861711299514.6411.083000.129950.750.591/4002.6.2%0.901611227013.9910.563000.122700.810.631/3717.5.9%0.931511154313.2910.003000.115430.860.671/3471.5.1%0.941411081612.539.413000.108160.920.711/3272.4.3%0.931311009711.718.783000.100970.960.741/3114.3.5%0.92121937510.848.113000.93751.000.771/2991.2.8%0.9111186479.927.413000.86471.040.791/2895.2.0%0.8910179228.966.673000.79221.060.811/2825.1.2%0.889171957.955.913000.71951.080.821/2781.0.1%0.868164686.925.133000.64681.080.831/2770.1.4%0.857157495.874.343000.57491.070.821/2800.3.0%0.826150274.833.553000.50271.040.791/2872.5.9%0.805142993.802.783000.42990.990.751/3033.10.4%0.764135742.822.053000.35740.890.671/3364.12.5%0.703128511.931.403000.28510.780.581/3826.20.2%0.662121281.150.833000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼21280.620.451/4813.45.9%0.601114180.600.415100.14180.600.411/8498.84.5%0.38Y方向最大层间位移角:1/2770.(第8层第1塔)===工况8===Y-偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)hJmaxDMax-DyAve-DyMax-Dy/hDyR/DyRatio_AY2011387811.6711.653000.138780.550.521/5428.1.2%1.001911380911.1811.182400.138090.430.421/5542.0.1%0.781811372411.2911.043000.133920.560.531/5315.6.1%0.841711299510.8110.573000.126620.600.571/5020.6.4%0.891611227010.3110.073000.119380.630.611/4739.6.0%0.92151115439.779.543000.112100.670.641/4492.5.3%0.94141108169.198.973000.104850.700.681/4287.4.5%0.93131100978.588.373000.97650.730.711/4122.3.6%0.9212193757.937.723000.90430.750.741/3992.2.9%0.9111186477.247.053000.83140.770.761/3892.2.1%0.8910179226.526.343000.79220.790.771/3815.1.2%0.889171955.785.613000.71950.800.781/3768.0.1%0.868164685.024.863000.64680.800.791/3762.1.5%0.857157494.254.113000.57490.790.781/3813.3.2%0.826150273.483.353000.50270.760.751/3927.6.3%0.805142992.732.623000.42990.720.701/4173.11.1%0.764135742.021.933000.35740.640.631/4665.13.3%0.703128511.381.313000.28510.560.541/5338.21.5%0.662121280.820.773000.21280.440.421/6749.49.5%0.601114180.400.365100.14180.400.361/9999.92.2%0.37Y方向最大层间位移角:1/3762.(第8层第1塔)===工况9===X方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX201138587.667.541.023000.138580.270.261.041/9999.0.8%1.00191137787.387.271.022400.137780.220.211.031/9999.5.7%0.78181134227.527.071.063000.134220.250.251.011/9999.8.2%0.79171126927.266.821.073000.126920.280.271.021/9999.8.7%0.87161119686.996.551.073000.119680.300.301.031/9887.9.3%0.94151112406.686.251.073000.112400.330.321.031/8992.9.0%0.99141105156.355.931.073000.105150.370.351.041/8218.8.3%0.9913197955.995.581.073000.97950.400.381.041/7563.7.4%0.9812190735.595.201.083000.90730.430.411.041/7023.6.3%0.9711183445.164.791.083000.83440.460.441.051/6586.5.2%0.9510176204.714.351.083000.76200.480.461.051/6240.3.9%0.939168924.233.891.093000.68920.500.481.051/5981.2.4%0.918161673.723.421.093000.61670.520.491.061/5809.0.6%0.897154473.212.931.093000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼54470.520.491.071/5739.0.6%0.866147252.682.441.103000.47250.520.491.071/5747.2.7%0.845139962.161.951.113000.39960.510.471.071/5885.5.8%0.814132721.651.481.123000.32720.480.451.081/6200.10.1%0.773125481.171.031.133000.25480.440.401.101/6780.18.3%0.712118270.730.631.153000.20870.370.331.131/8077.47.0%0.631110820.350.301.205100.10820.350.301.201/9999.99.5%0.41X方向最大层间位移角:1/5739.(第7层第1塔)X方向最大位移与层平均位移的比值:1.20(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.20(第1层第1塔)===工况10===Y方向风荷载作用下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY201138789.829.591.023000.138780.380.361.071/7888.1.2%1.00191138099.449.231.022400.138090.300.291.041/8057.0.9%0.781811372410.419.121.143000.137240.390.361.081/7719.6.3%0.831711299510.028.761.143000.129950.420.381.091/7206.7.7%0.88161122709.618.381.153000.122700.450.411.101/6635.8.4%0.93151115439.167.971.153000.115430.490.451.111/6076.8.2%0.97141108168.667.531.153000.108160.540.481.111/5581.7.6%0.97131100978.127.041.153000.100970.580.521.121/5160.6.7%0.9712193757.546.531.163000.93750.620.561.121/4813.5.7%0.9611186476.925.971.163000.86470.660.591.131/4533.4.6%0.9410179226.265.381.163000.79220.690.611.131/4318.3.2%0.929171955.564.771.173000.71950.720.641.131/4165.1.7%0.908164684.844.141.173000.64680.740.651.141/4080.0.3%0.887157494.113.491.183000.57490.740.641.141/4075.2.4%0.856150273.372.851.183000.50270.720.631.151/4150.5.8%0.825142992.652.221.193000.42990.690.591.161/4368.10.8%0.774135741.961.631.203000.35740.620.531.171/4844.13.4%0.713128511.341.111.213000.28510.540.461.191/5525.21.8%0.662121280.800.651.233000.21280.430.361.211/6956.50.0%0.601114180.400.311.285100.14180.400.311.281/9999.95.0%0.38Y方向最大层间位移角:1/4075.(第7层第1塔)Y方向最大位移与层平均位移的比值:1.28(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.28(第1层第1塔)===工况11===竖向恒载作用下的楼层最大位移FloorTowerJmaxMax-(Z)20113884-2.3119113816-1.5818113561-5.8217112831-3.8616112107-4.6615111380-5.0714110653-5.461319934-5.761219212-5.981118483-6.121017759-6.18917032-6.17816305-6.06715586-6.08110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼614864-5.82514135-5.52413411-4.93312688-4.50211965-3.99111055-6.11===工况12===竖向活载作用下的楼层最大位移FloorTowerJmaxMax-(Z)20113883-0.8519113816-0.9518113561-1.6417112831-1.5816112107-1.5815111380-1.5614110653-1.531319934-1.501219212-1.461118483-1.411017759-1.35917032-1.29816305-1.22715586-1.18614864-1.08514135-0.99413411-0.87312688-0.77211965-0.65111055-0.94===工况13===X方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011385812.3612.291.013000.138580.530.521.031911377811.8311.771.012400.137780.420.421.021811342211.5911.361.023000.134460.510.501.021711269211.1010.861.023000.127160.540.541.011611196810.5710.321.023000.119920.570.571.001511124010.009.751.033000.112400.610.611.00141105159.399.141.033000.105150.640.641.0013197958.758.501.033000.97950.670.671.0012190738.087.831.033000.90730.700.691.0011183447.387.141.033000.83440.720.711.0010176206.666.431.043000.76200.730.731.019168925.935.701.043000.68920.740.741.018161675.194.961.053000.61670.750.741.017154474.444.221.053000.54470.740.731.026147253.693.491.063000.47250.730.721.035139962.962.781.073000.39960.710.691.034132722.252.091.083000.32720.670.641.043125481.581.451.093000.25480.610.571.062118270.980.881.123000.18270.500.461.091110820.470.411.165100.10820.470.411.16X方向最大位移与层平均位移的比值:1.16(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.16(第1层第1塔)===工况14===X+偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011386912.8012.341.043000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼138520.520.521.001911379512.2811.821.042400.137950.430.421.021811344613.2811.361.173000.134460.600.501.201711271612.6810.861.173000.127160.640.541.191611199212.0410.321.173000.119920.680.571.181511126411.369.751.173000.112640.720.611.181411053910.649.141.163000.105390.760.641.1813198199.888.501.163000.98190.790.671.1812190979.097.831.163000.90970.820.691.1911183688.277.131.163000.83680.850.711.1910176447.426.421.163000.76440.870.731.199169166.555.691.153000.69160.880.741.188161915.684.951.153000.61910.870.741.187154714.804.211.143000.54710.860.731.176147493.953.481.133000.47490.840.721.175140203.112.761.123000.40200.800.691.164132962.312.081.113000.32960.740.641.153125721.571.441.093000.25720.640.571.132118510.930.871.073000.18510.500.461.101110420.430.411.045100.10420.430.411.04X方向最大位移与层平均位移的比值:1.17(第18层第1塔)X方向最大层间位移与平均层间位移的比值:1.20(第18层第1塔)===工况15===X-偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-Dx2011385812.8412.231.053000.138580.550.521.061911377812.2911.721.052400.137780.440.421.051811342213.7411.361.213000.134220.580.501.161711269213.1610.861.213000.126920.630.541.171611196812.5410.321.213000.119680.670.571.181511124011.869.751.223000.112400.720.611.191411051511.149.151.223000.105150.760.641.19131979510.388.511.223000.97950.800.671.1912190739.597.841.223000.90730.830.691.1911183448.767.151.233000.83440.850.711.2010176207.916.441.233000.76200.870.731.209168927.045.711.233000.68920.890.741.208161676.154.971.243000.61670.890.741.217154475.264.231.243000.54470.890.731.226147254.373.501.253000.47250.870.721.225139963.502.791.253000.39960.840.691.224132722.662.101.263000.32720.790.641.233125481.871.461.283000.25480.720.571.252118271.150.891.303000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼18270.600.461.281110820.550.411.365100.10820.550.411.36X方向最大位移与层平均位移的比值:1.36(第1层第1塔)X方向最大层间位移与平均层间位移的比值:1.36(第1层第1塔)===工况16===Y方向地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011387813.7313.581.013000.138780.670.621.071911380913.0612.951.012400.138090.510.491.041811372413.1712.541.053000.137240.620.601.021711299512.5611.941.053000.129950.650.641.031611227011.9011.301.053000.122700.690.671.031511154311.2110.631.053000.115430.730.711.041411081610.489.921.063000.108160.770.741.04131100979.719.181.063000.100970.800.771.0412193758.918.411.063000.93750.830.801.0411186478.087.621.063000.86470.850.821.0410179227.236.801.063000.79220.870.831.049171956.365.971.073000.71950.870.841.048164685.495.141.073000.64680.870.831.057157494.624.301.073000.57490.860.821.056150273.763.491.083000.50270.830.791.065142992.932.701.083000.42990.780.731.064135742.151.971.093000.35740.690.651.073128511.461.331.103000.28510.600.551.082121280.860.771.113000.21280.470.431.101114180.400.351.145100.14180.400.351.14Y方向最大位移与层平均位移的比值:1.14(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.14(第1层第1塔)===工况17===Y+偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011387813.9613.481.043000.138780.670.621.091911380913.2912.851.032400.138090.520.491.051811372415.4612.721.223000.137240.710.611.161711299514.7512.121.223000.129950.760.641.171611227014.0011.471.223000.122700.800.681.181511154313.1910.791.223000.115430.850.721.191411081612.3410.081.223000.108160.900.751.191311009711.459.331.233000.100970.930.781.19121937510.518.551.233000.93750.970.811.2011186479.547.741.233000.86470.990.831.2010179228.556.911.243000.79221.010.841.209171957.546.071.243000.71951.030.851.218164686.515.221.253000.110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼64681.030.851.217157495.494.381.253000.57491.010.831.226150274.483.551.263000.50270.980.801.225142993.502.751.273000.42990.920.741.244135742.582.011.283000.35740.820.661.253128511.751.351.293000.28510.720.561.272121281.030.791.313000.21280.560.441.291114180.510.381.375100.14180.510.381.37Y方向最大位移与层平均位移的比值:1.37(第1层第1塔)Y方向最大层间位移与平均层间位移的比值:1.37(第1层第1塔)===工况18===Y-偶然偏心地震作用规定水平力下的楼层最大位移FloorTowerJmaxMax-(Y)Ave-(Y)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-Dy2011385213.8513.671.013000.138780.660.621.061911377213.2513.041.022400.138090.500.501.021811339213.8312.351.123000.133920.670.601.121711266213.1611.761.123000.126620.700.631.121611193812.4511.131.123000.119380.740.661.121511121011.7110.471.123000.112100.780.701.121411048510.939.771.123000.104850.820.731.12131976510.119.041.123000.97650.850.761.1212190439.268.281.123000.90430.880.781.1211183148.387.501.123000.83140.900.801.1210175907.476.691.123000.75900.920.821.129168626.555.871.123000.68620.930.821.128161375.635.051.113000.61370.920.821.127154174.714.231.113000.54170.900.801.126146953.813.421.113000.46950.870.771.125139662.942.651.113000.39660.800.721.124132422.141.931.113000.32420.710.631.113125181.431.301.103000.25180.600.541.112117970.830.761.103000.17970.460.421.101110340.370.331.115100.10340.370.331.11Y方向最大位移与层平均位移的比值:1.12(第18层第1塔)Y方向最大层间位移与平均层间位移的比值:1.12(第18层第1塔)三、基础计算（一）桩基础计算一、单桩编号：ZH1二、输入数据：1、桩顶荷载:桩顶轴向压力标准值Nk:3606kN桩顶轴向压力设计值N:4507kN2、桩参数:桩身直径d:800mm桩身嵌岩深度hr:800mm桩身混凝土强度等级:C30桩身混凝土强度设计值fc:14.3MPa3、岩石参数:桩基持力层岩石类别：中风化白云岩110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼岩石天然湿度单轴抗压强度标准值frk:24.24MPa三、采用规范及公式:1、采用规范：《建筑桩基技术规范》(JGJ94-2008)2、规范公式：Nk≤R(5.2.1-1)Nk+Qgn≤Ra(5.2.1-1)Ra＝Quk/K(5.2.2)Quk＝Qsk+Qrk(5.3.9-1)Qsk＝μ∑qsik.li(5.3.9-2)Qrk＝ζr.frk.Ap(5.3.9-3)N≤ψc.fc.Aps(5.8.2-2)四、承载力计算:1、桩类型：等径桩，桩身截面为圆形2、桩身截面面积：Aps=Ap=πd^2/4=0.50m^2桩身截面周长：μ=πd=2.51m3、嵌岩深径比：hr/d=1.000计算单桩承载力特征值采用的桩身嵌岩深度：hr=800mm计算单桩承载力特征值采用的嵌岩深径比：hr/d=1.000嵌岩段侧阻和端阻综合系数:ξr=1.0365嵌岩段总极限阻力标准值：Qrk=ξr.frk.Ap=12629.23kN单桩竖向极限承载力标准值：Quk=Qsk+Qrk=12629.23kN安全系数:K=2单桩竖向承载力特征值：Ra=Quk/K=6314.61kN4、基桩成桩工艺：干作业成桩（清底干净）成桩工艺系数：ψc=0.90桩身正截面受压承载力设计值：Rc=ψc.fc.Aps=6469.17kN5、结论:单桩竖向承载力特征值(Ra)大于桩顶轴向压力标准值(Nk)单桩正截面受压承载力(Rc)大于桩顶轴向压力标准值(N)五、桩身配筋:1、桩身纵筋:8Φ14桩身实配纵筋面积:As=1232mm^2纵筋配筋率：ρs=As/Aps=0.25%纵筋沿箍筋弧线间距约为：279mm2、桩身箍筋：Asv=φ8@200=======================2013-11-10下午09:00:02=======================一、单桩编号：ZH2二、输入数据：1、桩顶荷载:桩顶轴向压力标准值Nk:5013.9kN桩顶轴向压力设计值N:6267.3kN2、桩参数:桩身直径d:800mm桩截面为椭圆形,椭圆直段长度a:1000mm桩身嵌岩深度hr:800mm桩身混凝土强度等级:C30桩身混凝土强度设计值fc:14.3MPa3、岩石参数:桩基持力层岩石类别：中风化白云岩岩石天然湿度单轴抗压强度标准值frk:24.24MPa三、采用规范及公式:1、采用规范：《建筑桩基技术规范》(JGJ94-2008)2、规范公式：Nk≤R(5.2.1-1)Nk+Qgn≤Ra(5.2.1-1)Ra＝Quk/K(5.2.2)Quk＝Qsk+Qrk(5.3.9-1)Qsk＝μ∑qsik.li(5.3.9-2)Qrk＝ζr.frk.Ap(5.3.9-3)N≤ψc.fc.Aps(5.8.2-2)四、承载力计算:1、桩类型：等径桩，桩身截面为椭圆形2、桩身截面面积：Aps=(πd^2/4+d.a)=1.30m^2桩身截面周长：μ=(πd+2a)=4.51m3、嵌岩深径比：hr/d=1.000计算单桩承载力特征值采用的桩身嵌岩深度：hr=0mm计算单桩承载力特征值采用的嵌岩深径比：hr/d=0.000嵌岩段侧阻和端阻综合系数:ξr=0.6091嵌岩段总极限阻力标准值：Qrk=ξr.frk.Ap=19233.79kN单桩竖向极限承载力标准值：Quk=Qsk+Qrk=19233.79kN安全系数:K=2单桩竖向承载力特征值：Ra=Quk/K=9616.89kN4、基桩成桩工艺：干作业成桩（清底干净）成桩工艺系数：ψc=0.90桩身正截面受压承载力设计值：Rc=ψc.fc.Aps=16765.17kN5、结论:单桩竖向承载力特征值(Ra)大于桩顶轴向压力标准值(Nk)单桩正截面受压承载力(Rc)大于桩顶轴向压力标准值(N)五、桩身配筋:110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1、桩身纵筋:21Φ14桩身实配纵筋面积:As=3233mm^2纵筋配筋率：ρs=As/Aps=0.25%纵筋沿箍筋弧线间距约为：201mm2、桩身箍筋：Asv=φ8@200=======================2013-11-10下午08:25:22=======================一、单桩编号：ZH3二、输入数据：1、桩顶荷载:桩顶轴向压力标准值Nk:3275kN桩顶轴向压力设计值N:4093kN2、桩参数:桩身直径d:800mm桩截面为椭圆形,椭圆直段长度a:500mm桩身嵌岩深度hr:800mm桩身混凝土强度等级:C30桩身混凝土强度设计值fc:14.3MPa3、岩石参数:桩基持力层岩石类别：中风化白云岩岩石天然湿度单轴抗压强度标准值frk:24.24MPa三、采用规范及公式:1、采用规范：《建筑桩基技术规范》(JGJ94-2008)2、规范公式：Nk≤R(5.2.1-1)Nk+Qgn≤Ra(5.2.1-1)Ra＝Quk/K(5.2.2)Quk＝Qsk+Qrk(5.3.9-1)Qsk＝μ∑qsik.li(5.3.9-2)Qrk＝ζr.frk.Ap(5.3.9-3)N≤ψc.fc.Aps(5.8.2-2)四、承载力计算:1、桩类型：等径桩，桩身截面为椭圆形2、桩身截面面积：Aps=(πd^2/4+d.a)=0.90m^2桩身截面周长：μ=(πd+2a)=3.51m3、嵌岩深径比：hr/d=1.000计算单桩承载力特征值采用的桩身嵌岩深度：hr=0mm计算单桩承载力特征值采用的嵌岩深径比：hr/d=0.000嵌岩段侧阻和端阻综合系数:ξr=0.6091嵌岩段总极限阻力标准值：Qrk=ξr.frk.Ap=13327.76kN单桩竖向极限承载力标准值：Quk=Qsk+Qrk=13327.76kN安全系数:K=2单桩竖向承载力特征值：Ra=Quk/K=6663.88kN4、基桩成桩工艺：干作业成桩（清底干净）成桩工艺系数：ψc=0.90桩身正截面受压承载力设计值：Rc=ψc.fc.Aps=11617.17kN5、结论:单桩竖向承载力特征值(Ra)大于桩顶轴向压力标准值(Nk)单桩正截面受压承载力(Rc)大于桩顶轴向压力标准值(N)五、桩身配筋:1、桩身纵筋:15Φ14桩身实配纵筋面积:As=2309mm^2纵筋配筋率：ρs=As/Aps=0.26%纵筋沿箍筋弧线间距约为：215mm2、桩身箍筋：Asv=φ8@200=======================2013-11-10下午08:26:24=======================一、单桩编号：ZH4二、输入数据：1、桩顶荷载:桩顶轴向压力标准值Nk:4051kN桩顶轴向压力设计值N:5063kN2、桩参数:桩身直径d:800mm桩截面为椭圆形,椭圆直段长度a:1200mm桩身嵌岩深度hr:800mm桩身混凝土强度等级:C30桩身混凝土强度设计值fc:14.3MPa3、岩石参数:桩基持力层岩石类别：中风化白云岩岩石天然湿度单轴抗压强度标准值frk:24.24MPa三、采用规范及公式:1、采用规范：《建筑桩基技术规范》(JGJ94-2008)2、规范公式：Nk≤R(5.2.1-1)Nk+Qgn≤Ra(5.2.1-1)Ra＝Quk/K(5.2.2)Quk＝Qsk+Qrk(5.3.9-1)Qsk＝μ∑qsik.li(5.3.9-2)Qrk＝ζr.frk.Ap(5.3.9-3)N≤ψc.fc.Aps(5.8.2-2)110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼四、承载力计算:1、桩类型：等径桩，桩身截面为椭圆形2、桩身截面面积：Aps=(πd^2/4+d.a)=1.46m^2桩身截面周长：μ=(πd+2a)=4.91m3、嵌岩深径比：hr/d=1.000计算单桩承载力特征值采用的桩身嵌岩深度：hr=0mm计算单桩承载力特征值采用的嵌岩深径比：hr/d=0.000嵌岩段侧阻和端阻综合系数:ξr=0.6091嵌岩段总极限阻力标准值：Qrk=ξr.frk.Ap=21596.20kN单桩竖向极限承载力标准值：Quk=Qsk+Qrk=21596.20kN安全系数:K=2单桩竖向承载力特征值：Ra=Quk/K=10798.10kN4、基桩成桩工艺：干作业成桩（清底干净）成桩工艺系数：ψc=0.90桩身正截面受压承载力设计值：Rc=ψc.fc.Aps=18824.37kN5、结论:单桩竖向承载力特征值(Ra)大于桩顶轴向压力标准值(Nk)单桩正截面受压承载力(Rc)大于桩顶轴向压力标准值(N)五、桩身配筋:1、桩身纵筋:24Φ14桩身实配纵筋面积:As=3695mm^2纵筋配筋率：ρs=As/Aps=0.25%纵筋沿箍筋弧线间距约为：193mm2、桩身箍筋：Asv=φ8@200=======================2013-11-10下午08:30:57=======================一、单桩编号：ZH5二、输入数据：1、桩顶荷载:桩顶轴向压力标准值Nk:3314kN桩顶轴向压力设计值N:4142kN2、桩参数:桩身直径d:900mm桩身嵌岩深度hr:900mm桩身混凝土强度等级:C30桩身混凝土强度设计值fc:14.3MPa3、岩石参数:桩基持力层岩石类别：中风化白云岩岩石天然湿度单轴抗压强度标准值frk:24.24MPa三、采用规范及公式:1、采用规范：《建筑桩基技术规范》(JGJ94-2008)2、规范公式：Nk≤R(5.2.1-1)Nk+Qgn≤Ra(5.2.1-1)Ra＝Quk/K(5.2.2)Quk＝Qsk+Qrk(5.3.9-1)Qsk＝μ∑qsik.li(5.3.9-2)Qrk＝ζr.frk.Ap(5.3.9-3)N≤ψc.fc.Aps(5.8.2-2)四、承载力计算:1、桩类型：等径桩，桩身截面为圆形2、桩身截面面积：Aps=Ap=πd^2/4=0.64m^2桩身截面周长：μ=πd=2.83m3、嵌岩深径比：hr/d=1.000计算单桩承载力特征值采用的桩身嵌岩深度：hr=900mm计算单桩承载力特征值采用的嵌岩深径比：hr/d=1.000嵌岩段侧阻和端阻综合系数:ξr=1.0365嵌岩段总极限阻力标准值：Qrk=ξr.frk.Ap=15983.87kN单桩竖向极限承载力标准值：Quk=Qsk+Qrk=15983.87kN安全系数:K=2单桩竖向承载力特征值：Ra=Quk/K=7991.93kN4、基桩成桩工艺：干作业成桩（清底干净）成桩工艺系数：ψc=0.90桩身正截面受压承载力设计值：Rc=ψc.fc.Aps=8187.54kN5、结论:单桩竖向承载力特征值(Ra)大于桩顶轴向压力标准值(Nk)单桩正截面受压承载力(Rc)大于桩顶轴向压力标准值(N)五、桩身配筋:1、桩身纵筋:10Φ14桩身实配纵筋面积:As=1539mm^2纵筋配筋率：ρs=As/Aps=0.24%纵筋沿箍筋弧线间距约为：254mm2、桩身箍筋：Asv=φ8@200=======================2013-11-10下午08:33:19=======================一、单桩编号：ZH6二、输入数据：1、桩顶荷载:桩顶轴向压力标准值Nk:4352kN桩顶轴向压力设计值N:5440kN2、桩参数:110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼桩身直径d:800mm桩截面为椭圆形,椭圆直段长度a:900mm桩身嵌岩深度hr:800mm桩身混凝土强度等级:C30桩身混凝土强度设计值fc:14.3MPa3、岩石参数:桩基持力层岩石类别：中风化白云岩岩石天然湿度单轴抗压强度标准值frk:24.24MPa三、采用规范及公式:1、采用规范：《建筑桩基技术规范》(JGJ94-2008)2、规范公式：Nk≤R(5.2.1-1)Nk+Qgn≤Ra(5.2.1-1)Ra＝Quk/K(5.2.2)Quk＝Qsk+Qrk(5.3.9-1)Qsk＝μ∑qsik.li(5.3.9-2)Qrk＝ζr.frk.Ap(5.3.9-3)N≤ψc.fc.Aps(5.8.2-2)四、承载力计算:1、桩类型：等径桩，桩身截面为椭圆形2、桩身截面面积：Aps=(πd^2/4+d.a)=1.22m^2桩身截面周长：μ=(πd+2a)=4.31m3、嵌岩深径比：hr/d=1.000计算单桩承载力特征值采用的桩身嵌岩深度：hr=0mm计算单桩承载力特征值采用的嵌岩深径比：hr/d=0.000嵌岩段侧阻和端阻综合系数:ξr=0.6091嵌岩段总极限阻力标准值：Qrk=ξr.frk.Ap=18052.58kN单桩竖向极限承载力标准值：Quk=Qsk+Qrk=18052.58kN安全系数:K=2单桩竖向承载力特征值：Ra=Quk/K=9026.29kN4、基桩成桩工艺：干作业成桩（清底干净）成桩工艺系数：ψc=0.90桩身正截面受压承载力设计值：Rc=ψc.fc.Aps=15735.57kN5、结论:单桩竖向承载力特征值(Ra)大于桩顶轴向压力标准值(Nk)单桩正截面受压承载力(Rc)大于桩顶轴向压力标准值(N)五、桩身配筋:1、桩身纵筋:20Φ14桩身实配纵筋面积:As=3079mm^2纵筋配筋率：ρs=As/Aps=0.25%纵筋沿箍筋弧线间距约为：202mm2、桩身箍筋：Asv=φ8@200=======================2013-11-10下午08:35:34=======================一、单桩编号：ZH7二、输入数据：1、桩顶荷载:桩顶轴向压力标准值Nk:3675kN桩顶轴向压力设计值N:4593kN2、桩参数:桩身直径d:800mm桩截面为椭圆形,椭圆直段长度a:700mm桩身嵌岩深度hr:800mm桩身混凝土强度等级:C30桩身混凝土强度设计值fc:14.3MPa3、岩石参数:桩基持力层岩石类别：中风化白云岩岩石天然湿度单轴抗压强度标准值frk:24.24MPa三、采用规范及公式:1、采用规范：《建筑桩基技术规范》(JGJ94-2008)2、规范公式：Nk≤R(5.2.1-1)Nk+Qgn≤Ra(5.2.1-1)Ra＝Quk/K(5.2.2)Quk＝Qsk+Qrk(5.3.9-1)Qsk＝μ∑qsik.li(5.3.9-2)Qrk＝ζr.frk.Ap(5.3.9-3)N≤ψc.fc.Aps(5.8.2-2)四、承载力计算:1、桩类型：等径桩，桩身截面为椭圆形2、桩身截面面积：Aps=(πd^2/4+d.a)=1.06m^2桩身截面周长：μ=(πd+2a)=3.91m3、嵌岩深径比：hr/d=1.000计算单桩承载力特征值采用的桩身嵌岩深度：hr=0mm计算单桩承载力特征值采用的嵌岩深径比：hr/d=0.000嵌岩段侧阻和端阻综合系数:ξr=0.6091嵌岩段总极限阻力标准值：Qrk=ξr.frk.Ap=15690.17kN单桩竖向极限承载力标准值：Quk=Qsk+Qrk=15690.17kN安全系数:K=2单桩竖向承载力特征值：Ra=Quk/K=7845.09kN4、基桩成桩工艺：干作业成桩（清底干净）110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼成桩工艺系数：ψc=0.90桩身正截面受压承载力设计值：Rc=ψc.fc.Aps=13676.37kN5、结论:单桩竖向承载力特征值(Ra)大于桩顶轴向压力标准值(Nk)单桩正截面受压承载力(Rc)大于桩顶轴向压力标准值(N)五、桩身配筋:1、桩身纵筋:17Φ14桩身实配纵筋面积:As=2617mm^2纵筋配筋率：ρs=As/Aps=0.25%纵筋沿箍筋弧线间距约为：214mm2、桩身箍筋：Asv=φ8@200=======================2013-11-10下午08:38:28=======================（二）条形基础计算扩展条形基础设计(TJ-1)项目名称　　　　　　构件编号　　　　　　日　　期　　　　　　设　　计　　　　　　校　　对　　　　　　审　　核　　　　　　执行规范:　　《混凝土结构设计规范》(GB50010-2010),本文简称《混凝土规范》　　《建筑地基基础设计规范》(GB50007-2011),本文简称《地基规范》钢筋：d-HPB300;D-HRB335;E-HRB400;F-RRB400;G-HRB500;P-HRBF335;Q-HRBF400;R-HRBF500-----------------------------------------------------------------------1.设计资料：(1)已知条件：a.控制信息：墙数：单墙墙宽：300mm墙轴线左边宽度：150mm输入荷载类型：设计值转换系数：1.35墙竖向力：2500.00kN/m墙弯矩：0.00kN.m/mb.设计信息：基础类型：阶型一阶混凝土等级：C30受力筋级别：HRB400纵筋保护层厚度：40第一阶尺寸：总宽度：1000mm高度：1000mm轴线左边宽度：500mm轴线右边宽度：500mm砖脚宽度：60mm砖脚高度：120mm垫层挑出宽度：100mm垫层厚度：100mmc.地基信息：基础埋置深度：1.500m地坪高差：0.300m修正后的地基承载力特征值：3600.00kPa(2)计算内容：1.地基承载力验算。2.基础冲切承载力验算。3.基础抗剪承载力验算。4.基础抗弯承载力计算。2.反力计算：说明：弯矩以绕基础中心，瞬时针方向为正，逆时针方向为负荷载偏心在基础中心线右侧为正，反之为负基底面积：A=b×L=1.00×1.00=1.00m2平均埋深：H=1.500-0.300/2=1.350m(1)荷载标准值时基底全反力－用于验算地基承载力　　Fk=1851.85kN　　Gk=γAH=20.00×1.00×1.350=27.00kN墙上的轴力对基底中心的偏心距e1=0.000m按《地基规范》公式5.2.2-1得：　　pk=(Fk+Gk)/A=(1851.85+27.00)/1.00=1878.85kPa(2)荷载设计值时基底净反力－用于验算基础剪切和冲切承载力　　F=2500.00kNpj=F/A=2500.00kPa3.地基承载力验算：轴心受压:pk=1878.85kPa<=fa=3600.00kPa满足!地基承载力验算满足要求！4.基础冲切承载力验算：依据《地基规范》公式8.2.8-1、8.2.8-2、8.2.8-3计算计算右侧墙边缘:截面高度：h=1000.00mm，大于800mm，且小于2000mm，因此：受冲切承载力截面高度影响系数为0.98am=(at+ab)/2=(1000+1000)/2=1000mmh0=h-as=1000-45=955mm抗冲切力：Fr=0.7βhpftamh0=0.7×0.98×1430.00×1000×955/106=940.02kN冲切面积：Al=0mm2冲切力：Fl=pmaxAl=2500.00×0.00/106=0.00kNFl=0.00kN<=0.7βhpftamh0=940.02kN满足!5.基础抗剪承载力验算：根据《地基规范》第8.2.7-2条,需要进行抗剪验算A0=1000×955/106=0.95m2Ap=350×1000/106=0.35m2110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Vs=pjAp=2500.00×0.35=875.00kNh0=h-as=1000-45=955mm计算截面高度影响系数βh，取1m宽的截面计算，b=1000mm抗剪力Vr=0.7βhsftA0=0.7×0.96×1430.00×0.95/106=914.55kNVs=875.00kN<=0.7βhftA0=914.55kN满足!6.抗弯计算结果：根据《地基规范》第8.2.1条，扩展基础受力钢筋最小配筋率不应小于0.15%下部受力筋：h0=955mmMmax=153.13kN.m(墙根部)计算面积：实配面积：1590mm2/m选筋方案：E18@160配筋率：0.159%------------------------------------------------------------------------------------------110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼------------------------------------------------------------------------------------------110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼-----------------------------------------------------------------------【理正结构设计工具箱软件6.5PB3版】计算日期:2013-11-1020:01:00-----------------------------------------------------------------------（三）独立基础计算现浇独立柱基础设计(DJ-1)项目名称　　　　　　构件编号　　　　　　日　　期　　　　　　设　　计　　　　　　校　　对　　　　　　审　　核　　　　　　执行规范:　　《混凝土结构设计规范》(GB50010-2010),本文简称《混凝土规范》　　《建筑地基基础设计规范》(GB50007-2011),本文简称《地基规范》　　《建筑抗震设计规范》(GB50011-2010),本文简称《抗震规范》钢筋：d-HPB300;D-HRB335;E-HRB400;F-RRB400;G-HRB500;P-HRBF335;Q-HRBF400;R-HRBF500-----------------------------------------------------------------------1设计资料：1.1已知条件：类型：阶梯形柱数：单柱阶数：1基础尺寸(单位mm):b1=1000,b11=500,a1=1000,a11=500,h1=500柱:方柱,A=400mm,B=400mm设计值：N=659.20kN,Mx=-2.00kN.m,Vx=-14.30kN,My=8.70kN.m,Vy=-3.50kN标准值：Nk=488.30kN,Mxk=-1.48kN.m,Vxk=-10.59kN,Myk=6.44kN.m,Vyk=-2.59kN混凝土强度等级：C30,fc=14.30N/mm2钢筋级别：HRB400,fy=360N/mm2纵筋最小配筋:0.15配筋调整系数:1.0配筋计算方法:通用法基础混凝土纵筋保护层厚度：40mm基础与覆土的平均容重：20.00kN/m3修正后的地基承载力特征值：3600kPa基础埋深：0.50m作用力位置标高：0.000m剪力作用附加弯矩M"=V*h(力臂h=0.500m)：My"=-7.15kN.mMx"=1.75kN.mMyk"=-5.30kN.mMxk"=1.30kN.m110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼1.2计算要求：(1)基础抗弯计算(2)基础抗剪验算(3)基础抗冲切验算(4)地基承载力验算单位说明：力：kN,力矩：kN.m,应力：kPa2计算过程和计算结果2.1基底反力计算：2.1.1统计到基底的荷载标准值:Nk=488.30,Mkx=-0.19,Mky=1.15设计值:N=659.20,Mx=-0.25,My=1.552.1.2承载力验算时,底板总反力标准值(kPa):[相应于荷载效应标准组合]pkmax=(Nk+Gk)/A+|Mxk|/Wx+|Myk|/Wy=506.30kPapkmin=(Nk+Gk)/A-|Mxk|/Wx-|Myk|/Wy=490.30kPapk=(Nk+Gk)/A=498.30kPa各角点反力p1=490.30kPa,p2=504.07kPa,p3=506.30kPa,p4=492.52kPa2.1.3强度计算时,底板净反力设计值(kPa):[相应于荷载效应基本组合]pmax=N/A+|Mx|/Wx+|My|/Wy=670.00kPapmin=N/A-|Mx|/Wx-|My|/Wy=648.40kPap=N/A=659.20kPa各角点反力p1=648.40kPa,p2=667.00kPa,p3=670.00kPa,p4=651.40kPa2.2地基承载力验算:pk=498.30=As=750mm2/mY向实配E14@200(770mm2/m,0.154%)>=As=750mm2/m3配筋简图110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼------------------------------------------------------------------------------------------------------------------------------------------【理正结构设计工具箱软件6.5PB3版】计算日期:2013-11-1221:24:03-----------------------------------------------------------------------四、楼梯计算AT1板式楼梯计算书项目名称_____________构件编号_____________日期_____________设计_____________校对_____________审核_____________一、设计示意图110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼二、基本资料1.设计规范《建筑结构荷载规范》（GB50009—2012）《混凝土结构设计规范》（GB50010-2010）2.几何参数楼梯类型:板式A型楼梯(/)约束条件:两端弹性斜梯段水平投影长度:L1=2240mm梯段净跨:Ln=L1=2240=2240mm楼梯高度:H=1500mm楼梯宽度:W=1250mm踏步高度:h=166mm踏步宽度:b=280mm楼梯级数:n=9（级）梯段板厚:C=100mm面层厚度:C2=30mm上部平台梯梁宽度:b1=200mm下部平台梯梁宽度:b2=200mm3.荷载参数楼梯混凝土容重:gb=26.00kN/m3楼梯面层容重:gc1=25.00kN/m3楼梯栏杆自重:qf=0.50kN/m楼梯均布活荷载标准值:q=3.50kN/m2可变荷载组合值系数:yc=0.70可变荷载准永久值系数:yq=0.504.材料参数混凝土强度等级:C30混凝土抗压强度设计值:fc=14.30N/mm2混凝土抗拉强度标准值:ftk=2.01N/mm2混凝土抗拉强度设计值:ft=1.43N/mm2混凝土弹性模量:Ec=3.00×104N/mm2钢筋强度等级:HRB400fy=360.00N/mm2钢筋弹性模量:Es=200000N/mm2受拉纵筋合力点到斜梯段板底边的距离:as=15mm三、荷载计算过程1.楼梯几何参数梯段板与水平方向夹角余弦值:cosa==0.86斜梯段的计算跨度:L0=Min{Ln+(b1+b2)/2,1.05Ln}=Min{2240+(200+200)/2,1.05×2240}=Min{2440,2352}=2352mm梯段板折算到水平投影后的计算厚度:T=(h+C/cosa×2)/2=(166+100/0.86×2)/2=199mm2.荷载设计值2.1均布恒载标准值2.1.1L1段梯板自重gk1"=gb×T/1000=26.00×199/1000=5.18kN/m2gk1=gk1"×L1/Ln=5.18×2240/2240=5.18kN/m22.1.2L1段梯板面层自重gk3"=gc1×C2×(H+L1)/L1/1000=25.00×30×(1500+2240)/2240/1000=1.25kN/m2gk3=gk3"×L1/Ln=1.25×2240/2240=1.25kN/m22.1.3将栏杆自重由线荷载折算成面荷载gk6=qf/W×1000=0.50/1250×1000=0.40kN/m2永久荷载标准值gk=gk1+gk3+gk6=5.18+1.25+0.40=6.83kN/m22.2均布荷载设计值由活荷载控制的梯段斜板荷载设计值:pL=1.2gk+1.4q=1.2×6.83+1.4×3.50=13.10kN/m2由恒荷载控制的梯段斜板荷载设计值:pD=1.35gk+1.4ycq=1.35×6.83+1.4×0.70×3.50=12.65kN/m2最不利的梯段斜板荷载设计值:p=Max{pL,pD}=Max{13.10,12.65}=13.10kN/m2110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼四、正截面承载能力计算1.斜梯段配筋计算h0=T-as=100-15=85mm跨中最大弯矩,Mmax=×10-6=7.25kN·m1)相对界限受压区高度xbecu=0.0033-(fcu,k-50)×10-5=0.0033-(30-50)×10-5=0.0035>0.0033取ecu=0.0033按规范公式(6.2.7-1)xb=2)受压区高度x按规范公式(6.2.10-1),=0,=0M0.0033取ecu=0.0033按规范公式(6.2.7-1)xb=2)受压区高度x按规范公式(6.2.10-1),=0,=0|M|V=13.3kN斜截面承载力满足要求六、跨中挠度验算1.荷载效应的标准组合值pk=gk+q=6.83+3.50=10.33kN/m110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼Mk=×10-6=5.72kN·m2.荷载效应的准永久组合值pq=gk+yqq=6.83+0.50×3.50=8.58kN/mMq=×10-6=4.75kN·m3.挠度验算1)裂缝间纵向受拉钢筋应变不均匀系数y:由规范公式（7.1.4-3）,纵向受拉钢筋的应力:ssq===122.62N/mm2对矩形截面受弯构件,有效受拉混凝土截面面积:Ate=0.5bh=0.5×1000×100=50000mm2按规范公式（7.1.2-4）计算纵向钢筋配筋率:rte==10.4720×10-3混凝土抗拉强度标准值:ftk=2.01N/mm2按规范公式（7.1.2-2）y=1.1-0.65=0.08当y<0.2时,取y=0.2；2)钢筋弹性模量和混凝土弹性模量的比值:aEaE==6.673)受压翼缘面积与腹板有效面积的比值:gf"对于矩形截面,gf"=0.004)纵向受拉钢筋配筋率:rr==0.0061605)受弯构件的短期刚度:Bs由规范公式（7.2.3-1）,Bs===1118.57kN·m26)考虑荷载长期效应组合对挠度增大的影响系数:q根据混凝土结构设计规范7.2.5条规定:r"=0,取q=2.007)受弯构件的长期刚度:B根据规范公式（7.2.2-2）,可得B=559.29kN·m28)跨中挠度:ff==4.96mm9)容许挠度:因计算跨度Lx小于7000mm,所以容许挠度[L0]==13.67mm跨中最大挠度小于容许挠度,满足要求。七、裂缝宽度验算1.裂缝宽度验算1)裂缝间纵向受拉钢筋应变不均匀系数y:由规范公式（7.1.4-3）,纵向受拉钢筋的应力:ssq===122.62N/mm2对矩形截面受弯构件,有效受拉混凝土截面面积:Ate=0.5bh=0.5×1000×100=50000mm2按规范公式（7.1.2-4）计算纵向钢筋配筋率:rte==10.47×10-3混凝土抗拉强度标准值:ftk=2.01N/mm2按规范公式（7.1.2-2）y=1.1-0.65=0.08当y<0.2时,取y=0.2；2)构件受力特征系数acr根据表7.1.2-1,对于受弯的钢筋混凝土构件,其构件受力特征系数acr取为1.93)受拉区纵向钢筋的等效直径deq根据表7.1.2-2,对于带肋钢筋,其相对粘结特性系数n=1.0根据规范公式（7.1.2-3）,deq==10.00mm4)最外层纵向受拉钢筋外边缘至受拉区底边的距离c取钢筋保护层厚度20mm5)最大裂缝宽度wmax根据规范公式7.1.2-1得wmax=110重庆何方城市规划设计有限公司 兴国·锦绣康城4号楼==0.0267mm6)容许裂缝宽度[w]根据规范第3.4.5条,楼梯所处环境取为一类环境,裂缝控制等级取为三级,所以容许裂缝宽度[w]=0.3mm最大裂缝宽度小于裂缝宽度限值,满足要求。110重庆何方城市规划设计有限公司'