框架剪力墙结构计算书结果分析

'///////////////////////////////////////////////////////////////////////////|公司名称:||||建筑结构的总信息||SATWE中文版||2011年9月29日15时29分||文件名:WMASS.OUT||||工程名称:设计人:||工程代号:校核人:日期:2012/5/21|///////////////////////////////////////////////////////////////////////////总信息..............................................结构材料信息:钢砼结构混凝土容重(kN/m3):Gc=25.框架结构为25.5；框剪结构为26；剪力墙结构为26.500钢材容重(kN/m3):Gs=78.考虑防火及防腐时为8200水平力的夹角(Rad):ARF=0.00地下室层数:MBASE=0竖向荷载计算信息:按模拟施工3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)特殊荷载计算信息:不计算结构类别:框架-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强制刚性楼板假定是否保留板面外刚度是墙梁跨中节点作为刚性楼板的从节点是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=0.50当结构高度>60米时算承载力取100年一遇风压值，算位移时取50年一遇风压值风荷载作用下舒适度验算风压:WOC=0.50取n=10的风压值地面粗糙程度:B类结构X向基本周期（秒）:T1=0.91影响风荷载计算设计结构Y向基本周期（秒）:T2=0.91影响风荷载计算设计是否考虑风振: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构件承载力设计时考虑横风向风振影响: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=3各段最高层号:NSTi=51020各段体形系数:USi=1.301.301.30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=7.00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=0.08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=0.50框架的抗震等级:NF=2剪力墙的抗震等级:NW=2钢框架的抗震等级:NS=2抗震构造措施的抗震等级:NGZDJ=不改变活荷重力荷载代表值组合系数:RMC=0.50周期折减系数:TC=0.80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：是梁端弯矩调幅系数：BT=0.90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=00.2Vo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=1.00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墙分布筋强度(N/mm2):JWH=360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=200.00墙竖向分布筋最小配筋率(%):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:有侧移梁柱重叠部分简化:不作为刚域是否考虑P-Delt效应：是柱配筋计算原则: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=0.85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特殊荷载分项系数:CSPY=0.00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活荷载的重力荷载代表值系数:CEA_L=0.50剪力墙底部加强区的层和塔信息.......................层号塔号112131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41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)20124.26412.12666.0001918.9115.20.0 1.0019124.26412.12662.7001918.9115.20.01.0018124.26412.12659.4001918.9115.20.01.0017124.26412.12656.1001918.9115.20.01.0016124.26412.12652.8001918.9115.20.01.0015124.26412.12649.5001918.9115.20.01.0014124.26412.12646.2001918.9115.20.01.0013124.26412.12642.9001918.9115.20.01.0012124.26412.12639.6001918.9115.20.01.0011124.26412.12636.3001918.9115.20.01.0010124.26412.12633.0001918.9115.20.01.009124.26412.12629.7001918.9115.20.01.008124.26412.12626.4001918.9115.20.01.007124.26412.12623.1001918.9115.20.01.006124.26412.12619.8001918.9115.20.01.005124.26412.12616.5001918.9115.20.01.004124.26412.12613.2001918.9115.20.01.003124.26412.1269.9001918.9115.20.01.002124.26412.1266.6001918.9115.20.01.001124.26412.1263.3001918.9115.20.01.00活载产生的总质量(t):2304.000恒载产生的总质量(t):38378.441附加总质量(t):0.000结构的总质量(t):40682.441 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)172(30/360)48(40/360)10(40/360)3.3003.3002(1)172(30/360)48(40/360)10(40/360)3.3006.6003(1)172(30/360)48(40/360)10(40/360)3.3009.9004(1)172(30/360)48(40/360)10(40/360)3.30013.2005(1)172(30/360)48(40/360)10(40/360)3.30016.5006(1)172(30/360)48(40/360)10(40/360)3.30019.8007(1)172(30/360)48(40/360)10(40/360)3.30023.1008(1)172(30/360)48(40/360)10(40/360)3.30026.4009(1)172(30/360)48(40/360)10(40/360)3.30029.70010(1)172(30/360)48(40/360)10(40/360)3.30033.00011(1)172(30/360)48(40/360)10(40/360)3.30036.30012(1)172(30/360)48(40/360)10(40/360)3.30039.60013(1)172(30/360)48(40/360)10(40/360)3.30042.90014(1)172(30/360)48(40/360)10(40/360)3.30046.20015(1)172(30/360)48(40/360)10(40/360)3.30049.50016(1)172(30/360)48(40/360)10(40/360)3.300 52.80017(1)172(30/360)48(40/360)10(40/360)3.30056.10018(1)172(30/360)48(40/360)10(40/360)3.30059.40019(1)172(30/360)48(40/360)10(40/360)3.30062.70020(1)172(30/360)48(40/360)10(40/360)3.30066.000**********************************************************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Y201160.72160.7530.4224.23224.2740.0191156.49317.21577.2218.35442.62200.5181152.26469.53126.4212.48655.14362.2171148.04617.55164.2206.60861.77205.7161143.80761.37676.6200.701062.410711.5151139.52900.810649.3194.751257.114860.0141135.191036.014068.2188.731445.919631.3131130.791166.817918.8182.601628.425005.2121126.291293.122186.0176.331804.830960.9111121.661414.826854.7169.881974.737477.3101116.881531.631909.2163.222137.944532.391111.901643.537332.9156.282294.252103.081106.671750.243108.5149.002443.260165.471101.131851.349218.0141.282584.468694.06195.201946.555641.6133.002717.477661.55188.732035.362358.0123.982841.487038.24181.522116.869343.4113.932955.396790.93173.432190.276571.1102.643058.0106882.22171.152261.484033.699.483157.5117301.91168.512329.991722.295.843253.3128037.9===========================================================================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BMIN111260.0024.2712.1342.0030.0042.0030.00211260.0024.2712.1342.0030.0042.0030.00311260.0024.2712.1342.0030.0042.0030.00411260.0024.2712.1342.0030.0042.0030.00511260.0024.2712.1342.0030.0042.0030.00611260.0024.2712.1342.0030.0042.0030.00711260.0024.2712.1342.0030.0042.0030.00811260.0024.2712.1342.0030.0042.0030.00911260.0024.2712.1342.0030.0042.0030.001011260.0024.2712.1342.0030.0042.0030.001111260.0024.2712.1342.0030.0042.0030.001211260.0024.2712.1342.0030.0042.0030.001311260.0024.2712.1342.0030.0042.0030.001411260.0024.2712.1342.0030.0042.0030.001511260.0024.2712.1342.0030.0042.0030.001611260.0024.2712.1342.0030.0042.0030.001711260.0024.2712.1342.0030.0042.0030.001811260.0024.2712.1342.0030.0042.0030.00 1911260.0024.2712.1342.0030.0042.0030.002011260.0024.2712.1342.0030.0042.0030.00===========================================================================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])111614.381.00211614.381.00311614.381.00411614.381.00511614.381.00611614.381.00711614.381.00811614.381.00911614.381.001011614.381.001111614.381.001211614.381.001311614.381.001411614.381.001511614.381.001611614.381.001711614.381.001811614.381.001911614.381.002011614.381.00===========================================================================计算信息===========================================================================计算日期:2012.5.21开始时间:12:9:43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:2012.5.21时间:12:11:54总用时:0:2:11===========================================================================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%指嵌固层新高规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=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=2.2894Raty1=2.5928Ratx2=1.0749Raty2=1.2100薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=3.4953E+07(kN/m)RJY3=2.8087E+07(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.2TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.5938Raty1=1.8332Ratx2=1.2857Raty2=1.4258薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m) RJX3=2.1677E+07(kN/m)RJY3=1.5475E+07(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.3TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.5089Raty1=1.6823Ratx2=1.2359Raty2=1.3251薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.8733E+07(kN/m)RJY3=1.2059E+07(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.4TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.4670Raty1=1.5786Ratx2=1.2128Raty2=1.2713薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.6842E+07(kN/m)RJY3=1.0112E+07(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.5TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.4410Raty1=1.5124Ratx2=1.2002Raty2=1.2381薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.5429E+07(kN/m)RJY3=8.8375E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.6TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.4206Raty1=1.4647Ratx2=1.1899Raty2=1.2151薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m) RJX3=1.4285E+07(kN/m)RJY3=7.9308E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.7TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.4047Raty1=1.4272Ratx2=1.1829Raty2=1.1973薄弱层地震剪力放大系数=1.00RJX1=5.6727E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.3338E+07(kN/m)RJY3=7.2521E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.8TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.3904Raty1=1.3959Ratx2=1.1757Raty2=1.1827薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.2529E+07(kN/m)RJY3=6.7301E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.9TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.3797Raty1=1.3694Ratx2=1.1706Raty2=1.1702薄弱层地震剪力放大系数=1.00RJX1=5.6727E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.1840E+07(kN/m)RJY3=6.3225E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.10TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.3719Raty1=1.3480Ratx2=1.1658Raty2=1.1592薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m) RJX3=1.1239E+07(kN/m)RJY3=6.0030E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.11TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.3697Raty1=1.3341Ratx2=1.1634Raty2=1.1506薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.0712E+07(kN/m)RJY3=5.7540E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.12TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.3746Raty1=1.3304Ratx2=1.1624Raty2=1.1457薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=1.0230E+07(kN/m)RJY3=5.5568E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.13TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3228(2034.1226)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.3923Raty1=1.3403Ratx2=1.1660Raty2=1.1453薄弱层地震剪力放大系数=1.00RJX1=5.6727E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=9.7784E+06(kN/m)RJY3=5.3891E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.14TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.4293Raty1=1.3710Ratx2=1.1748Raty2=1.1512薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m) RJX3=9.3183E+06(kN/m)RJY3=5.2281E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.15TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.5011Raty1=1.4377Ratx2=1.1934Raty2=1.1670薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=8.8130E+06(kN/m)RJY3=5.0461E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.16TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.5777Raty1=1.5424Ratx2=1.2271Raty2=1.1996薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=8.2054E+06(kN/m)RJY3=4.8043E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.17TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=1.6633Raty1=1.6268Ratx2=1.2937Raty2=1.2653薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=7.4299E+06(kN/m)RJY3=4.4499E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.18TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3228(2034.1226)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.8553Raty1=1.8200Ratx2=1.4430Raty2=1.4156薄弱层地震剪力放大系数=1.00RJX1=5.6727E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m) RJX3=6.3813E+06(kN/m)RJY3=3.9077E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.19TowerNo.1Xstif=24.2604(m)Ystif=11.7536(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0289Ratx=1.0000Raty=1.0000Ratx1=2.4150Raty1=2.3763Ratx2=1.8783Raty2=1.8483薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=4.9134E+06(kN/m)RJY3=3.0672E+06(kN/m)RJZ3=0.0000E+00(kN/m)---------------------------------------------------------------------------FloorNo.20TowerNo.1Xstif=24.2605(m)Ystif=11.7414(m)Alf=0.0000(Degree)Xmass=24.2645(m)Ymass=12.1263(m)Gmass(活荷折减)=2149.3223(2034.1223)(t)Eex=0.0003Eey=0.0299Ratx=1.0000Raty=1.0000Ratx1=1.0000Raty1=1.0000Ratx2=1.0000Raty2=1.0000薄弱层地震剪力放大系数=1.00RJX1=5.6728E+07(kN/m)RJY1=5.1054E+07(kN/m)RJZ1=0.0000E+00(kN/m)RJX3=2.9065E+06(kN/m)RJY3=1.8439E+06(kN/m)RJZ3=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8736862.0102514.985.230.00高规规定零应力区不大于15%Y风荷载6240602.5143145.943.600.00X地震8543325.0517426.616.510.00Y地震6102361.5439552.213.880.00============================================================================结构舒适性验算结果============================================================================X向顺风向顶点最大加速度(m/s2)=0.027X向横风向顶点最大加速度(m/s2)=0.018 Y向顺风向顶点最大加速度(m/s2)=0.038Y向横风向顶点最大加速度(m/s2)=0.018============================================================================结构整体稳定验算结果============================================================================X向刚重比EJd/GH**2=20.90Y向刚重比EJd/GH**2=12.05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----------------------------------------------------------------------2010.4966E+050.4854E+051.001.001910.5626E+050.5517E+051.131.141810.6264E+050.6159E+051.111.121710.6883E+050.6781E+051.101.101610.7482E+050.7383E+051.091.091510.8062E+050.7967E+051.081.081410.8625E+050.8533E+051.071.071310.9169E+050.9080E+051.061.061210.9697E+050.9611E+051.061.061110.1021E+060.1013E+061.051.051010.1070E+060.1062E+061.051.05910.1118E+060.1110E+061.041.05810.1164E+060.1157E+061.041.04710.1209E+060.1202E+061.041.04610.1252E+060.1245E+061.041.04510.1293E+060.1287E+061.031.03410.1335E+060.1327E+061.031.03310.1405E+060.1369E+061.051.03210.1444E+060.1412E+061.031.03110.1447E+060.1437E+061.001.02X方向最小楼层抗剪承载力之比:1.00层号:20塔号:1本层与上层刚度比来判断薄弱层设计Y方向最小楼层抗剪承载力之比:1.00层号:20塔号:1 --------------------------------------------------------------------------------------------------------------------======================================================================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11.38520.410.08(0.08+0.00)0.9221.356490.041.00(0.00+1.00)0.0030.98530.000.92(0.92+0.00)0.08判断基本周期：一般为平平扭，且第一扭转周期与第一平动周期比要小于0.940.44450.060.06(0.06+0.00)0.9450.377490.011.00(0.00+1.00)0.0060.29000.000.94(0.94+0.00)0.0670.25100.040.05(0.05+0.00)0.9580.184690.001.00(0.00+1.00)0.0090.16950.030.04(0.04+0.00)0.96100.15040.000.95(0.95+0.00)0.05110.12480.040.03(0.03+0.00)0.97120.116790.001.00(0.00+1.00)0.00130.10180.000.96(0.96+0.00)0.04140.09710.050.03(0.03+0.00)0.97150.083990.011.00(0.00+1.00)0.00160.07840.050.03(0.03+0.00)0.97170.07650.000.96(0.96+0.00)0.04180.065290.011.00(0.00+1.00)0.00地震作用最大的方向=89.998(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)20164.890.50-3257.6519163.410.48-3214.5918161.660.46-3156.0317159.630.43-3080.4016157.310.41-2987.0615154.700.39-2875.8114151.800.36-2746.9613148.630.33-2601.0112145.190.30-2438.8511141.520.27-2261.4610137.640.24-2070.189133.570.21-1866.438129.370.18-1651.977125.070.15-1428.746120.730.12-1199.155116.410.09-965.954112.190.07-732.75318.180.04-504.29214.540.02-288.25111.550.01-101.40振型2的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.00-0.53-0.011910.00-0.51-0.011810.00-0.49-0.011710.00-0.46-0.011610.00-0.44-0.011510.00-0.41-0.011410.00-0.38-0.011310.00-0.35-0.011210.00-0.32-0.011110.00-0.29-0.011010.00-0.26-0.01910.00-0.23-0.01810.00-0.19-0.01710.00-0.16-0.01610.00-0.13-0.01510.00-0.100.00 410.00-0.070.00310.00-0.050.00210.00-0.030.00110.00-0.010.00振型3的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2011020.680.034420.53191981.030.034333.97181937.430.034225.99171890.860.034098.22161841.450.033951.18151789.360.023785.44141734.870.023601.60131678.290.023400.49121620.000.023182.99111560.440.012950.30101500.090.012703.6991439.490.012444.7881379.210.012175.1871319.870.011896.9361262.130.001611.9251206.670.001322.4241154.250.001030.4131105.630.00738.212161.730.00448.821123.790.00174.37振型4的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-53.39-0.063523.82191-46.79-0.053181.28181-38.35-0.042707.56171-28.27-0.032110.28161-16.91-0.011413.29151-4.720.00649.461417.690.01-141.9413119.710.03-919.2112130.690.04-1640.1911140.050.05-2265.80 10147.250.05-2761.819151.910.06-3101.498153.780.06-3266.987152.760.06-3250.686148.960.05-3055.955142.640.05-2697.294134.290.04-2200.513124.550.03-1602.702114.370.02-956.12115.150.01-347.03振型5的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.000.100.001910.000.080.001810.000.060.001710.000.040.001610.000.020.001510.000.000.001410.00-0.020.001310.00-0.040.001210.00-0.060.001110.00-0.070.001010.00-0.080.00910.00-0.080.00810.00-0.080.00710.00-0.080.00610.00-0.070.00510.00-0.060.00410.00-0.050.00310.00-0.030.00210.00-0.020.00110.00-0.010.00振型6的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-928.03-0.04-2426.32191-785.38-0.03-2308.50181-616.12-0.02-2116.98171-427.58-0.01-1835.56 161-227.370.00-1454.27151-23.870.01-968.75141174.030.02-381.67131357.800.02291.84121519.440.021024.86111652.210.031777.35101750.700.022499.9691811.300.023137.1781832.260.023632.7871813.710.013936.0761757.830.014006.4451668.380.003819.8241551.030.003369.6631412.550.002671.2721261.500.001761.2811108.500.00730.10振型7的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)20126.450.03-2823.6819118.230.02-2175.471817.550.01-1292.96171-4.340.00-264.33161-15.75-0.01773.46151-24.92-0.021674.21141-30.24-0.022308.23131-30.68-0.032584.31121-25.91-0.022464.07111-16.38-0.021968.20101-3.34-0.011173.819111.450.00202.268125.810.01-798.547137.680.02-1677.606145.210.03-2303.165147.270.03-2583.814143.490.03-2482.853134.480.02-2026.072121.860.02-1305.62118.390.01-497.90振型8的地震力------------------------------------------------------- FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.00-0.030.001910.00-0.020.001810.00-0.010.001710.000.000.001610.000.010.001510.000.020.001410.000.020.001310.000.020.001210.000.020.001110.000.010.001010.000.010.00910.000.000.00810.00-0.010.00710.00-0.020.00610.00-0.020.00510.00-0.030.00410.00-0.020.00310.00-0.020.00210.00-0.010.00110.00-0.010.00振型9的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-11.350.00646.69191-6.820.00379.23181-1.310.0038.661714.080.00-297.481618.090.00-538.471519.830.00-617.511418.960.00-513.251315.820.00-256.821211.370.0076.74111-3.130.00390.24101-6.45-0.01592.1691-7.74-0.01623.2981-6.760.00473.8071-3.940.00186.0561-0.230.00-157.55513.220.01-458.70415.370.01-631.63 315.630.01-628.79214.100.01-457.06111.620.00-187.65振型10的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201467.230.022083.96191346.050.011592.67181189.140.00839.7217113.740.00-65.71161-157.510.00-938.39151-302.18-0.01-1598.43141-400.83-0.01-1922.18131-440.08-0.01-1868.13121-414.37-0.01-1482.09111-326.89-0.01-877.32101-189.68-0.01-196.8791-21.710.00424.2281153.030.00894.5571309.630.011176.4461425.170.021284.2151482.880.021259.2641474.400.021144.7631401.370.02962.2921275.840.01701.0611119.800.00335.49振型11的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2019.350.01-696.621913.320.00-259.25181-3.300.00239.40171-8.07-0.01603.81161-9.08-0.01673.53151-6.010.00420.22141-0.330.00-34.781315.380.00-476.491218.570.01-696.401117.890.01-590.401013.790.00-207.51 91-1.740.00273.2081-6.06-0.01626.2771-7.21-0.01685.8361-4.760.00423.20510.030.00-39.73414.770.00-487.58317.180.01-713.50216.210.00-619.20112.740.00-278.30振型12的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.000.020.001910.000.010.001810.000.000.001710.00-0.010.001610.00-0.020.001510.00-0.020.001410.00-0.020.001310.00-0.010.001210.000.010.001110.000.020.001010.000.020.00910.000.020.00810.000.020.00710.000.010.00610.00-0.010.00510.00-0.020.00410.00-0.020.00310.00-0.020.00210.00-0.020.00110.00-0.010.00振型13的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-279.72-0.02-914.95191-160.06-0.01-620.41181-8.360.00-124.25171139.750.01455.87161244.900.01916.41 151279.310.011080.87141234.280.01881.00131122.540.00389.30121-24.770.00-214.40111-167.03-0.01-717.63101-264.40-0.01-965.8991-289.42-0.01-911.8781-234.38-0.01-616.1571-113.84-0.01-201.046138.870.00210.4851181.420.01530.9641273.850.02717.6231290.600.02750.4421228.000.01614.5111106.650.01308.41振型14的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201-4.860.00458.44191-0.170.0056.261814.100.00-329.881715.460.00-473.471613.070.00-285.51151-1.520.00101.75141-5.280.00421.16131-5.740.00452.96121-2.610.00174.751112.040.00-223.331015.170.00-468.64914.820.00-392.97811.400.00-47.7971-2.670.00330.9161-4.570.00483.7151-3.090.00305.35410.620.00-83.33313.900.00-418.67214.480.00-476.78112.240.00-240.94振型15的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t (kN)(kN)(kN-m)2010.00-0.020.001910.00-0.010.001810.000.010.001710.000.020.001610.000.020.001510.000.010.001410.000.000.001310.00-0.010.001210.00-0.020.001110.00-0.020.001010.00-0.010.00910.000.010.00810.000.020.00710.000.020.00610.000.010.00510.000.000.00410.00-0.010.00310.00-0.020.00210.00-0.020.00110.00-0.010.00振型16的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2015.600.00-461.27191-0.800.0074.98181-5.580.00471.39171-5.230.00409.91161-0.370.00-41.731514.570.00-459.481415.310.00-451.981311.500.00-24.22121-3.090.00426.88111-4.25-0.01481.87101-1.180.0088.93912.880.00-387.55813.790.01-505.23710.580.00-155.0961-3.620.00337.2451-4.570.00514.4541-0.950.00212.20314.210.00-289.08 216.290.00-528.21113.540.00-309.96振型17的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)201177.870.01630.5619167.610.00248.85181-62.29-0.01-248.11171-160.07-0.01-609.56161-182.45-0.01-629.65151-119.580.00-316.74141-0.150.01127.29131121.470.01455.22121189.090.02532.94111171.070.01383.5210175.130.01120.8191-54.920.00-145.7081-158.86-0.01-352.9571-188.74-0.02-454.4961-130.96-0.02-396.8651-12.37-0.01-151.4041112.170.00220.3931186.010.01542.2721176.410.01609.191190.340.01339.85振型18的地震力-------------------------------------------------------FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)2010.000.010.001910.000.000.001810.00-0.010.001710.00-0.010.001610.00-0.010.001510.000.000.001410.000.010.001310.000.010.001210.000.000.001110.00-0.010.001010.00-0.010.00910.00-0.010.00 810.000.000.00710.000.010.00610.000.010.00510.000.010.00410.000.000.00310.00-0.010.00210.00-0.010.00110.00-0.010.00各振型作用下X方向的基底剪力-------------------------------------------------------振型号剪力(kN)1737.9920.00310507.274285.3750.0064662.917176.3080.00910.36101405.041112.67120.0013598.19146.79150.00168.6617296.78180.00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) 2011480.321480.32(7.28%)(7.28%)4885.073020.251911308.692783.60(6.84%)(6.84%)14065.501613.851811140.453895.21(6.38%)(6.38%)26887.621528.911711014.504830.45(5.94%)(5.94%)42727.921443.97161936.685618.89(5.52%)(5.52%)61049.141359.04151893.666289.31(5.15%)(5.15%)81409.911274.10141880.816867.19(4.82%)(4.82%)103454.941189.16131895.837378.02(4.53%)(4.53%)126908.051104.22121923.497846.57(4.29%)(4.29%)151570.781019.28111946.968291.76(4.08%)(4.08%)177315.47934.34101963.588725.10(3.90%)(3.90%)204071.58849.4091977.779153.53(3.75%)(3.75%)231809.98764.4681984.849581.00(3.62%)(3.62%)260531.17679.5271973.5610005.68(3.51%)(3.51%)290253.25594.5861943.1510418.96(3.41%)(3.41%)320996.56509.6451901.7010808.89(3.32%)(3.32%)352768.44424.7041840.3311162.11(3.23%)(3.23%)385551.41339.7631722.6111458.37(3.13%)(3.13%)419292.44254.8221516.3311667.18(3.02%)(3.02%)453886.53169.8811231.5711759.70(2.89%)(2.89%)489165.8884.94抗震规范(5.2.5)条要求的X向楼层最小剪重比=1.60%X方向的有效质量系数:96.85%============================================================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)2010.450.00-22.461910.440.00-22.161810.430.00-21.761710.410.00-21.241610.400.00-20.59 1510.380.00-19.831410.360.00-18.941310.340.00-17.931210.310.00-16.811110.290.00-15.591010.260.00-14.27910.230.00-12.87810.200.00-11.39710.170.00-9.85610.140.00-8.27510.110.00-6.66410.080.00-5.05310.060.00-3.48210.030.00-1.99110.010.00-0.70振型2的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.48830.3322.73191-0.47798.0422.43181-0.45762.9622.02171-0.44725.6921.50161-0.42686.0820.85151-0.40644.0820.08141-0.38599.7619.18131-0.36553.3018.16121-0.33504.9617.04111-0.30455.0915.80101-0.28404.1514.4791-0.25352.6613.0581-0.21301.2211.5571-0.18250.549.9961-0.15201.398.3951-0.12154.666.7641-0.09111.345.1231-0.0672.553.5321-0.0339.572.0211-0.0113.880.71振型3的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t (kN)(kN)(kN-m)2010.030.000.121910.030.000.121810.030.000.121710.020.000.111610.020.000.111510.020.000.111410.020.000.101310.020.000.091210.020.000.091110.020.000.081010.010.000.08910.010.000.07810.010.000.06710.010.000.05610.010.000.05510.010.000.04410.000.000.03310.000.000.02210.000.000.01110.000.000.00振型4的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.060.004.08191-0.050.003.68181-0.040.003.13171-0.030.002.44161-0.020.001.64151-0.010.000.751410.010.00-0.161310.020.00-1.061210.040.00-1.901110.050.00-2.621010.050.00-3.20910.060.00-3.59810.060.00-3.78710.060.00-3.76610.060.00-3.54510.050.00-3.12410.040.00-2.55310.030.00-1.85 210.020.00-1.11110.010.00-0.40振型5的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.09-1031.57-3.631910.07-848.16-3.291810.06-642.55-2.821710.04-424.02-2.211610.03-199.28-1.491510.0123.62-0.69141-0.01235.900.16131-0.03428.791.01121-0.05594.081.81111-0.06724.802.52101-0.07815.583.0991-0.08863.143.5081-0.09866.543.7171-0.08827.303.7161-0.08749.473.5151-0.07639.553.1141-0.06506.272.5531-0.04360.381.8621-0.02214.401.1111-0.0182.480.40振型6的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.020.00-0.04191-0.010.00-0.04181-0.010.00-0.04171-0.010.00-0.031610.000.00-0.031510.000.00-0.021410.000.00-0.011310.010.000.011210.010.000.021110.010.000.031010.010.000.04910.010.000.06 810.010.000.07710.010.000.07610.010.000.07510.010.000.07410.010.000.06310.010.000.05210.000.000.03110.000.000.01振型7的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.020.00-1.691910.010.00-1.301810.000.00-0.781710.000.00-0.16161-0.010.000.46151-0.010.001.00141-0.020.001.38131-0.020.001.55121-0.020.001.48111-0.010.001.181010.000.000.70910.010.000.12810.020.00-0.48710.020.00-1.01610.030.00-1.38510.030.00-1.55410.030.00-1.49310.020.00-1.22210.010.00-0.78110.010.00-0.30振型8的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.01585.091.09191-0.02394.430.84181-0.02174.650.50171-0.02-48.530.13161-0.01-249.08-0.251510.01-402.54-0.59 1410.03-489.97-0.921310.05-500.99-1.141210.05-435.45-1.211110.05-303.63-1.071010.02-124.83-0.75910.0075.29-0.2881-0.03268.390.3071-0.05427.450.9161-0.05530.731.4251-0.04564.951.6741-0.03527.321.6331-0.01426.211.35210.00280.340.88110.00117.000.35振型9的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.020.001.13191-0.010.000.661810.000.000.071710.010.00-0.521610.010.00-0.941510.020.00-1.071410.020.00-0.891310.010.00-0.451210.000.000.13111-0.010.000.68101-0.010.001.0391-0.010.001.0981-0.010.000.8271-0.010.000.32610.000.00-0.27510.010.00-0.80410.010.00-1.10310.010.00-1.09210.010.00-0.80110.000.00-0.33振型10的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m) 2010.020.000.091910.020.000.071810.010.000.041710.000.000.00161-0.010.00-0.04151-0.010.00-0.07141-0.020.00-0.08131-0.020.00-0.08121-0.020.00-0.07111-0.010.00-0.04101-0.010.00-0.01910.000.000.02810.010.000.04710.010.000.05610.020.000.06510.020.000.06410.020.000.05310.020.000.04210.010.000.03110.010.000.01振型11的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.010.00-0.431910.000.00-0.161810.000.000.15171-0.010.000.37161-0.010.000.421510.000.000.261410.000.00-0.021310.000.00-0.301210.010.00-0.431110.000.00-0.371010.000.00-0.13910.000.000.17810.000.000.39710.000.000.43610.000.000.26510.000.00-0.02410.000.00-0.30310.000.00-0.44210.000.00-0.38 110.000.00-0.17振型12的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.03-363.85-0.801910.02-180.54-0.451810.0027.01-0.01171-0.02210.150.44161-0.03323.740.74151-0.03340.130.81141-0.02257.310.62131-0.0199.830.231210.00-87.71-0.241110.02-252.77-0.631010.03-349.18-0.82910.03-349.78-0.76810.02-253.75-0.48710.01-86.82-0.0661-0.01105.940.3451-0.02272.630.6341-0.03368.920.7331-0.03370.510.6521-0.02280.210.4311-0.01128.020.16振型13的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.020.00-0.05191-0.010.00-0.041810.000.00-0.011710.010.000.031610.010.000.051510.020.000.061410.010.000.051310.010.000.021210.000.00-0.01111-0.010.00-0.04101-0.020.00-0.0691-0.020.00-0.0581-0.010.00-0.04 71-0.010.00-0.01610.000.000.01510.010.000.03410.020.000.04310.020.000.04210.010.000.04110.010.000.02振型14的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.000.000.321910.000.000.041810.000.00-0.231710.000.00-0.331610.000.00-0.201510.000.000.071410.000.000.291310.000.000.321210.000.000.121110.000.00-0.161010.000.00-0.33910.000.00-0.27810.000.00-0.03710.000.000.23610.000.000.34510.000.000.21410.000.00-0.06310.000.00-0.29210.000.00-0.33110.000.00-0.17振型15的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)201-0.02215.580.36191-0.0162.780.161810.01-98.31-0.101710.02-203.74-0.341610.02-209.74-0.441510.01-116.03-0.321410.0033.55-0.02 131-0.01170.500.32121-0.02232.390.53111-0.02190.870.47101-0.0164.380.15910.01-90.18-0.24810.02-203.16-0.50710.02-223.49-0.49610.01-141.70-0.23510.005.830.1141-0.01153.400.3731-0.02235.700.4421-0.02217.530.3311-0.01110.310.13振型16的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.000.00-0.221910.000.000.041810.000.000.231710.000.000.201610.000.00-0.021510.000.00-0.221410.000.00-0.221310.000.00-0.011210.000.000.201110.000.000.231010.000.000.04910.000.00-0.19810.000.00-0.24710.000.00-0.07610.000.000.16510.000.000.25410.000.000.10310.000.00-0.14210.000.00-0.25110.000.00-0.15振型17的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.000.000.00 1910.000.000.001810.000.000.001710.000.000.001610.000.000.001510.000.000.001410.000.000.001310.000.000.001210.000.000.001110.000.000.001010.000.000.00910.000.000.00810.000.000.00710.000.000.00610.000.000.00510.000.000.00410.000.000.00310.000.000.00210.000.000.00110.000.000.00振型18的地震力-------------------------------------------------------FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)2010.01-143.700.431910.01-7.50-0.351810.00117.06-0.62171-0.02155.93-0.01161-0.0286.070.771510.00-44.390.721410.02-147.66-0.241310.03-154.42-1.071210.01-59.65-0.78111-0.0174.090.38101-0.03158.281.1691-0.02137.220.72810.0025.10-0.44710.02-103.42-1.05610.02-162.74-0.51510.01-113.120.4841-0.0113.010.7831-0.01132.660.1621-0.01167.60-0.5211-0.0196.81-0.44 各振型作用下Y方向的基底剪力-------------------------------------------------------振型号剪力(kN)10.0428462.2830.0040.0054786.7260.0070.0081816.8590.00100.00110.0012860.00130.00140.0015406.47160.00170.0018227.21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)2011495.591495.59(7.35%)(7.35%)4935.442602.961911235.122718.55(6.68%)(6.68%)13894.941176.651811019.083676.34(6.02%)(6.02%)25962.941114.72171895.304418.45(5.43%)(5.43%)40359.621052.79161841.464998.62(4.91%)(4.91%)56477.25990.86151831.745460.06(4.47%)(4.47%)73856.72928.94141854.175840.30(4.10%)(4.10%)92161.62867.01131887.666172.38(3.79%)(3.79%)111163.57805.08 121922.046481.97(3.54%)(3.54%)130727.09743.15111961.206790.68(3.34%)(3.34%)150795.27681.22101995.677116.96(3.18%)(3.18%)171381.12619.29911011.377469.52(3.06%)(3.06%)192555.86557.36811013.157846.37(2.97%)(2.97%)214427.47495.43711006.738240.77(2.89%)(2.89%)237118.31433.5061980.398641.22(2.83%)(2.83%)260746.00371.5751930.299029.17(2.77%)(2.77%)285402.66309.6541865.039383.83(2.71%)(2.71%)311135.22247.7231760.059683.09(2.64%)(2.64%)337932.81185.7921561.109895.73(2.56%)(2.56%)365715.62123.8611258.539989.82(2.46%)(2.46%)394325.6961.93抗震规范(5.2.5)条要求的Y向楼层最小剪重比=1.60%Y方向的有效质量系数:97.49%==========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.OUT------------------------------------------------------------------------------------------------------------ ///////////////////////////////////////////////////////////////////////////|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:2012/5/21|///////////////////////////////////////////////////////////////////////////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)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX201244715.6213.551.153300.24470.570.531.071/5823.10.8%1.00191232615.0713.061.153300.23260.640.591.081/5165.7.4%0.86181220214.4612.531.153300.22020.700.641.091/4739.6.2%0.95 171208113.8011.951.153300.20810.750.681.091/4409.5.1%0.96161195713.1011.341.163300.19570.790.721.101/4156.4.0%0.94151183612.3510.681.163300.18360.830.751.101/3963.3.1%0.92141171211.579.991.163300.17120.870.781.111/3815.2.3%0.90131159110.759.261.163300.15910.890.801.111/3704.1.6%0.8812114679.908.521.163300.14670.910.811.121/3625.0.9%0.8711113469.037.751.173300.13460.920.821.121/3573.0.3%0.8610112228.146.971.173300.12220.930.831.131/3545.0.4%0.859111017.246.181.173300.11010.930.821.131/3541.1.0%0.83819776.335.391.173300.9770.930.821.131/3560.1.8%0.82718565.434.601.183300.8560.920.801.141/3605.2.6%0.81617324.523.821.183300.7320.900.781.151/3679.3.7%0.80516113.643.061.193300.6110.870.751.161/3791.5.0%0.78414872.772.311.203300.4870.830.711.171/3955.7.2%0.76313661.941.611.213300.3660.780.661.191/4205.11.1%0.73212421.160.951.223300.2420.710.581.211/4666.34.6%0.68111210.450.361.243300.1210.450.361.241/7352.92.6%0.48X方向最大层间位移角:1/3541.(第9层第1塔)X方向最大位移与层平均位移的比值:1.24(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:1.24(第1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)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX 201244715.6213.551.153300.24470.570.531.071/5823.10.8%1.00191232615.0713.061.153300.23260.640.591.081/5165.7.4%0.86181220214.4612.531.153300.22020.700.641.091/4739.6.2%0.95171208113.8011.951.153300.20810.750.681.091/4409.5.1%0.96161195713.1011.341.163300.19570.790.721.101/4156.4.0%0.94151183612.3510.681.163300.18360.830.751.101/3963.3.1%0.92141171211.579.991.163300.17120.870.781.111/3815.2.3%0.90131159110.759.261.163300.15910.890.801.111/3704.1.6%0.8812114679.908.521.163300.14670.910.811.121/3625.0.9%0.8711113469.037.751.173300.13460.920.821.121/3573.0.3%0.8610112228.146.971.173300.12220.930.831.131/3545.0.4%0.859111017.246.181.173300.11010.930.821.131/3541.1.0%0.83819776.335.391.173300.9770.930.821.131/3560.1.8%0.82718565.434.601.183300.8560.920.801.141/3605.2.6%0.81617324.523.821.183300.7320.900.781.151/3679.3.7%0.80516113.643.061.193300.6110.870.751.161/3791.5.0%0.78414872.772.311.203300.4870.830.711.171/3955.7.2%0.76313661.941.611.213300.3660.780.661.191/4205.11.1%0.73212421.160.951.223300.2420.710.581.211/4666.34.6%0.68111210.450.361.243300.1210.450.361.241/7352.92.6%0.48X方向最大层间位移角:1/3541.(第9层第1塔)X方向最大位移与层平均位移的比值:1.24(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:1.24(第1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)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX201244717.1513.411.283300.24470.600.531.121/5541.10.4%1.00191232616.5812.931.283300.23260.680.591.141/4871.7.1%0.85181220215.9412.411.283300.22020.740.641.161/4433.6.0%0.94171208115.2311.841.293300.20810.810.681.181/4098.4.8%0.96161195714.4811.231.293300.19570.860.721.191/3843.3.8%0.93151183613.6710.591.293300.18360.900.751.201/3649.2.9%0.91141171212.839.921.293300.17120.940.781.211/3501.2.1%0.90131159111.949.221.303300.15910.970.801.221/3389.1.4%0.88121146711.018.491.303300.14671.000.811.231/3307.0.8%0.87111134610.067.741.303300.13461.020.821.231/3250.0.2%0.8610112229.096.981.303300.12221.030.831.241/3216.0.5%0.849111018.106.211.303300.11011.030.831.241/3203.1.1%0.83819777.095.431.313300.9771.030.821.251/3209.1.8%0.82718566.094.651.313300.8561.020.811.261/3238.2.5%0.81617325.083.871.313300.7321.000.791.271/3293.3.6%0.80516114.093.101.323300.6110.980.761.281/3380.4.8%0.78414873.122.351.333300.4870.940.721.301/3514.6.8%0.76313662.181.631.343300.3660.890.671.321/3726.10.5%0.73212421.300.961.353300.2420.800.591.351/4137.33.3%0.68 111210.500.371.373300.1210.500.371.371/6585.91.0%0.48X方向最大层间位移角:1/3203.(第9层第1塔)X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4===X-偶然偏心地震作用下的楼层最大位移FloorTowerJmaxMax-(X)Ave-(X)Ratio-(X)hJmaxDMax-DxAve-DxRatio-DxMax-Dx/hDxR/DxRatio_AX201244714.0913.461.053300.24470.540.521.031/6134.11.3%1.00191232613.5812.951.053300.23260.600.581.031/5494.7.9%0.86181220213.0012.401.053300.22020.650.631.031/5087.6.6%0.95171208112.3911.811.053300.20810.690.671.031/4769.5.4%0.97161195711.7311.171.053300.19570.730.711.031/4522.4.3%0.94151183611.0410.511.053300.18360.760.741.031/4332.3.3%0.92141171210.329.811.053300.17120.790.761.031/4187.2.5%0.9013115919.579.091.053300.15910.810.781.041/4081.1.7%0.8912114678.808.351.053300.14670.820.791.041/4006.1.0%0.8711113468.017.591.063300.13460.830.801.041/3962.0.4%0.8610112227.216.821.063300.12220.840.811.041/3944.0.3%0.859111016.406.041.063300.11010.830.801.041/3955.0.9%0.84819775.595.261.063300.9770.830.801.041/3991.1.8%0.82718564.784.491.063300.8560.810.781.041/4058.2.6%0.81617323.983.721.073300.7370.800.761.051/4136.3.8%0.80516113.192.981.073300.6160.770.741.051/4272.5.3%0.78 414872.432.251.083300.4920.730.701.051/4494.7.6%0.76313661.701.561.093300.3660.690.651.061/4812.11.9%0.73212421.020.931.103300.2420.620.571.081/5335.36.5%0.68111210.400.361.113300.1210.400.361.111/8307.95.2%0.48X方向最大层间位移角:1/3944.(第10层第1塔)X方向最大位移与层平均位移的比值:1.11(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:1.11(第1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)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY201254819.1119.111.003300.25480.810.811.001/4068.9.3%1.00191242418.3418.341.003300.24240.890.891.001/3723.6.1%0.84181230317.5117.511.003300.23030.940.941.001/3508.5.5%0.92171217916.6416.641.003300.21790.990.991.001/3323.4.8%0.94161205815.7215.721.003300.20581.041.041.001/3172.4.0%0.92151193414.7614.761.003300.19341.081.081.001/3050.3.2%0.91141181313.7513.751.003300.18131.121.121.001/2954.2.5%0.90131168912.7012.701.003300.16891.151.151.001/2881.1.8%0.88121156811.6211.621.003300.15681.171.171.001/2829.1.2%0.87111144410.5110.511.003300.14441.181.181.001/2796.0.5%0.8610113239.389.381.003300.13231.191.191.001/2783.0.3%0.859111998.238.231.003300.11991.181.181.001/2793.1.3%0.848110787.087.081.003300.10781.171.171.001/2830.2.5%0.82 719545.945.931.003300.9541.141.141.001/2904.4.1%0.80618334.814.811.003300.8331.091.091.001/3029.6.2%0.78517093.743.741.003300.7091.021.021.001/3230.9.2%0.75415882.722.721.003300.5880.930.931.001/3556.13.5%0.71314641.801.801.003300.4640.800.801.001/4109.20.4%0.67213430.990.991.003300.3430.640.641.001/5160.44.4%0.61112190.360.361.003300.2190.360.361.001/9277.99.9%0.43Y方向最大层间位移角:1/2783.(第10层第1塔)Y方向最大位移与层平均位移的比值:1.00(第2层第1塔)Y方向最大层间位移与平均层间位移的比值:1.00(第2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)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY201254820.1619.651.033300.25480.820.821.001/4023.9.4%1.00191242419.4118.881.033300.24240.900.901.001/3661.6.3%0.84181230318.5818.061.033300.23030.960.961.011/3429.5.7%0.93171217917.7017.181.033300.21791.021.011.011/3231.4.9%0.94161205816.7716.261.033300.20581.071.061.011/3070.4.1%0.93151193415.7915.281.033300.19341.121.111.011/2940.3.4%0.91141181314.7614.261.033300.18131.161.151.021/2838.2.6%0.90131168913.6813.201.043300.16891.201.181.021/2758.2.0%0.89121156812.5612.101.043300.15681.221.201.021/2699.1.3%0.87111144411.4010.971.043300.14441.241.221.021/2658.0.6%0.86 101132310.229.811.043300.13231.251.221.021/2636.0.2%0.859111999.028.631.043300.11991.251.221.021/2633.1.1%0.848110787.807.451.053300.10781.241.211.031/2655.2.2%0.82719546.596.271.053300.9541.221.181.031/2706.3.7%0.81618335.395.111.063300.8331.181.141.031/2797.5.7%0.79517094.233.991.063300.7091.121.081.041/2948.8.4%0.76415883.122.921.073300.5881.030.991.051/3191.12.4%0.72314642.091.951.073300.4640.920.861.061/3600.18.9%0.67213431.181.091.083300.3430.750.701.081/4381.43.1%0.62112190.420.391.093300.2190.420.391.091/7780.97.8%0.43Y方向最大层间位移角:1/2633.(第9层第1塔)Y方向最大位移与层平均位移的比值:1.09(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:1.09(第1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)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY201254822.0319.111.153300.25480.870.811.071/3806.9.3%1.00191242421.2318.341.163300.24240.960.891.091/3428.6.1%0.84181230320.3417.511.163300.23031.040.941.101/3183.5.5%0.92171217919.4016.641.173300.21791.110.991.111/2983.4.8%0.94161205818.3915.721.173300.20581.171.041.121/2824.4.0%0.92151193417.3314.761.173300.19341.221.081.131/2699.3.2%0.91141181316.2113.751.183300.18131.271.121.141/2601.2.5%0.90 131168915.0312.711.183300.16891.311.151.141/2526.1.8%0.88121156813.8211.631.193300.15681.341.171.151/2470.1.2%0.87111144412.5610.521.193300.14441.361.181.151/2430.0.5%0.86101132311.269.381.203300.13231.371.191.161/2406.0.3%0.859111999.948.231.213300.11991.371.181.161/2400.1.3%0.848110788.617.081.223300.10781.371.171.171/2414.2.5%0.82719547.275.941.223300.9541.341.141.181/2455.4.1%0.80618335.954.821.243300.8331.301.091.201/2533.6.2%0.78517094.663.741.253300.7091.241.021.211/2665.9.2%0.75415883.432.721.263300.5881.140.931.231/2884.13.5%0.71314642.291.801.283300.4641.010.801.261/3262.20.4%0.67213431.281.001.293300.3430.820.641.291/4005.44.4%0.61112190.460.361.293300.2190.460.361.291/7205.99.9%0.43Y方向最大层间位移角:1/2400.(第9层第1塔)Y方向最大位移与层平均位移的比值:1.29(第2层第1塔)Y方向最大层间位移与平均层间位移的比值:1.29(第2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)Ratio-(Y)hJmaxDMax-DyAve-DyRatio-DyMax-Dy/hDyR/DyRatio_AY201244722.0319.111.153300.24470.870.811.071/3806.9.3%1.00191232621.2218.341.163300.23260.960.891.091/3428.6.1%0.84181220220.3417.511.163300.22021.040.941.101/3183.5.5%0.92171208119.3916.641.173300.20811.110.991.111/2983.4.8%0.94 161195718.3915.721.173300.19571.171.041.121/2824.4.0%0.92151183617.3314.761.173300.18361.221.081.131/2699.3.2%0.91141171216.2113.751.183300.17121.271.121.141/2601.2.5%0.90131159115.0312.711.183300.15911.311.151.141/2526.1.8%0.88121146713.8211.631.193300.14671.341.171.151/2470.1.2%0.87111134612.5610.521.193300.13461.361.181.151/2430.0.5%0.86101122211.269.381.203300.12221.371.191.161/2407.0.3%0.859111019.948.231.213300.11011.371.181.161/2400.1.3%0.84819778.617.081.223300.9771.371.171.171/2414.2.5%0.82718567.275.941.223300.8561.341.141.181/2455.4.1%0.80617325.954.821.233300.7321.301.091.201/2533.6.2%0.78516114.663.741.253300.6111.241.021.211/2665.9.2%0.75414873.432.721.263300.4871.140.931.231/2884.13.5%0.71313662.291.801.273300.3661.010.801.261/3262.20.4%0.67212421.281.001.293300.2420.820.641.291/4006.44.4%0.61111210.460.361.293300.1210.460.361.291/7206.99.9%0.43Y方向最大层间位移角:1/2400.(第9层第1塔)Y方向最大位移与层平均位移的比值:1.29(第2层第1塔)Y方向最大层间位移与平均层间位移的比值:1.29(第2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_AX20124522.692.331.153300.25530.090.091.011/9999.9.5%1.00 19123312.612.251.163300.23310.100.091.031/9999.6.6%0.8418122072.512.151.173300.23080.100.101.051/9999.6.2%0.9317120862.412.051.173300.20860.110.111.071/9999.5.7%0.9516119622.291.951.183300.19620.120.111.081/9999.5.1%0.9415118412.171.841.183300.18410.130.121.101/9999.4.5%0.9314117172.041.721.193300.17170.140.121.121/9999.3.8%0.9213115961.911.601.193300.16940.140.131.131/9999.3.2%0.9112114721.761.471.203300.14720.150.131.141/9999.2.4%0.8911113511.611.341.203300.13510.160.131.161/9999.1.7%0.8810112271.461.211.213300.12270.160.141.171/9999.0.8%0.879111061.301.071.223300.12040.160.141.181/9999.0.0%0.86819821.140.931.223300.9820.160.141.201/9999.1.1%0.84718610.970.791.223300.9590.160.141.211/9999.2.2%0.83617370.810.661.233300.7370.160.131.221/9999.3.7%0.81516160.640.521.233300.7140.160.131.241/9999.5.3%0.79414920.490.401.233300.5930.150.121.251/9999.7.9%0.76313710.330.271.223300.3710.140.111.251/9999.11.8%0.73212470.190.161.203300.2470.120.101.231/9999.36.3%0.68111260.070.061.163300.1260.070.061.161/9999.99.9%0.49X方向最大层间位移角:1/9999.(第20层第1塔)X方向最大位移与层平均位移的比值:1.23(第5层第1塔)X方向最大层间位移与平均层间位移的比值:1.25(第3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_AY20124475.975.971.003300.24470.220.221.001/9999.8.4%1.0019123265.755.751.003300.23260.240.241.001/9999.6.1%0.8318122025.515.511.003300.22240.250.251.001/9999.6.4%0.9217120815.265.261.003300.20810.270.271.001/9999.6.3%0.9516119574.994.991.003300.19570.290.291.001/9999.6.0%0.9415118364.704.701.003300.18360.300.301.001/9999.5.4%0.9414117124.404.401.003300.17170.320.321.001/9999.4.8%0.9313115914.084.081.003300.15910.330.331.001/9859.4.0%0.9212114673.753.751.003300.14720.350.351.001/9479.3.1%0.9111113463.403.401.003300.13510.360.361.001/9191.2.2%0.9010112223.043.041.003300.12220.370.371.001/8997.1.1%0.889111012.672.671.003300.11010.370.371.001/8902.0.2%0.86819772.302.301.003300.9770.370.371.001/8921.1.7%0.84718561.931.931.003300.8560.360.361.001/9075.3.5%0.82617321.571.571.003300.7370.350.351.001/9405.5.8%0.79516111.221.221.003300.6160.330.331.001/9986.8.9%0.76414870.890.891.003300.4920.300.301.001/9999.13.2%0.72313660.590.591.003300.3660.260.261.001/9999.20.0%0.67212420.330.331.003300.2420.210.211.001/9999.44.1%0.62111210.120.121.003300.1210.120.121.001/9999.99.9%0.43 Y方向最大层间位移角:1/8902.(第9层第1塔)Y方向最大位移与层平均位移的比值:1.00(第2层第1塔)Y方向最大层间位移与平均层间位移的比值:1.00(第2层第1塔)===工况11===竖向恒载作用下的楼层最大位移FloorTowerJmaxMax-(Z)2012546-0.841912422-1.601812301-2.271712177-2.871612056-3.381511932-3.801411811-4.151311687-4.411211566-4.601111439-4.701011318-4.71911194-4.65811073-4.4971949-4.2561828-3.9351704-3.5141583-3.0031459-2.4021338-1.7011214-0.90===工况12===竖向活载作用下的楼层最大位移FloorTowerJmaxMax-(Z)2012546-1.131912422-1.131812301-1.121712177-1.101612056-1.081511932-1.061411811-1.031311687-0.991211566-0.951111442-0.901011321-0.85911197-0.79 811076-0.7371952-0.6661831-0.5851707-0.5041586-0.4231462-0.3221341-0.2211217-0.11===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-DxMax-Dx/hDxR/DxRatio_AX201245217.3514.411.203300.24520.580.561.051/5643.11.5%1.00191233116.7613.861.213300.23310.660.621.071/4963.7.6%0.86181220716.1013.241.223300.22070.730.671.101/4515.6.2%0.95171208615.3712.571.223300.20860.790.711.121/4173.5.0%0.96161196214.5811.861.233300.19620.840.741.141/3911.3.9%0.93151184113.7311.121.243300.18410.890.771.151/3712.3.0%0.91141171712.8510.351.243300.17170.930.791.171/3557.2.2%0.89131159611.929.551.253300.15960.960.811.181/3440.1.5%0.88121147210.968.741.253300.14720.990.821.201/3349.0.9%0.8711113519.977.921.263300.13511.010.831.211/3283.0.3%0.8610112278.977.081.273300.12271.020.831.221/3236.0.4%0.859111067.956.251.273300.11061.030.831.241/3211.1.0%0.83819826.925.421.283300.9821.030.821.251/3205.1.9%0.82718615.894.601.283300.8611.020.811.271/3228.2.8%0.81617374.873.791.283300.7371.010.781.281/3283.4.2%0.80 516163.863.001.293300.6160.970.751.301/3391.5.9%0.78414922.892.251.283300.4920.920.711.311/3576.8.7%0.75313711.971.551.273300.3710.840.651.311/3914.13.4%0.72212471.120.901.253300.2470.710.561.281/4620.38.7%0.67111260.410.341.193300.1260.410.341.191/8063.99.9%0.47X方向最大层间位移角:1/3205.(第8层第1塔)X方向最大位移与层平均位移的比值:1.29(第5层第1塔)X方向最大层间位移与平均层间位移的比值:1.31(第3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-DxMax-Dx/hDxR/DxRatio_AX201245215.0514.121.073300.24470.560.551.011/5910.11.2%1.00191233114.5013.561.073300.23260.620.621.001/5355.7.4%0.86181220713.8912.951.073300.22070.670.661.011/4953.5.9%0.94171208613.2212.291.083300.20860.710.701.021/4626.4.8%0.96161196212.5111.591.083300.19620.750.731.031/4372.3.7%0.93151184111.7510.861.083300.18410.790.761.041/4177.2.8%0.91141171710.9610.101.093300.17170.820.781.051/4027.2.0%0.89131159610.149.321.093300.15960.840.801.061/3916.1.4%0.8812114729.308.521.093300.14720.860.811.071/3832.0.7%0.8611113518.447.711.093300.13510.870.811.071/3776.0.2%0.8510112277.576.901.103300.12270.880.821.081/3741.0.5%0.849111066.686.081.103300.11060.880.811.091/3732.1.2%0.83 819825.805.271.103300.9820.880.801.101/3748.2.0%0.82718614.924.471.103300.8610.870.791.111/3799.3.0%0.81617374.053.681.103300.7370.850.761.111/3890.4.4%0.79516163.202.921.103300.6160.820.731.121/4049.6.0%0.78414922.392.191.093300.4920.770.681.121/4304.8.7%0.75313711.621.501.083300.3710.690.631.111/4751.13.2%0.72212470.930.881.053300.2470.590.541.081/5634.38.1%0.67111260.340.341.013300.1260.340.341.011/9693.99.9%0.48X方向最大层间位移角:1/3732.(第9层第1塔)X方向最大位移与层平均位移的比值:1.10(第7层第1塔)X方向最大层间位移与平均层间位移的比值:1.12(第4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-DxMax-Dx/hDxR/DxRatio_AX201245219.6514.711.343300.24520.620.561.111/5305.11.8%1.00191233119.0314.151.343300.23310.720.621.151/4609.7.9%0.86181220718.3113.521.353300.22070.800.671.181/4147.6.4%0.95171208617.5212.851.363300.20860.870.721.211/3801.5.2%0.96161196216.6512.131.373300.19620.930.751.241/3538.4.0%0.94151184115.7111.381.383300.18410.990.781.261/3339.3.2%0.91141171714.7310.601.393300.17171.040.811.281/3185.2.3%0.90131159613.699.791.403300.15961.080.831.301/3067.1.7%0.88121147212.618.961.413300.14721.110.841.321/2974.1.0%0.87 111135111.518.121.423300.13511.140.851.341/2904.0.5%0.86101122710.377.271.433300.12271.160.851.361/2851.0.2%0.859111069.216.421.433300.11061.170.851.381/2817.0.9%0.84819828.045.571.443300.9821.180.841.401/2799.1.8%0.83718616.864.731.453300.8611.180.831.421/2806.2.7%0.81617375.683.901.463300.7371.160.811.441/2840.4.1%0.80516164.523.091.463300.6161.130.771.461/2917.5.8%0.78414923.392.321.463300.4921.080.731.481/3058.8.7%0.76313712.311.591.453300.3710.990.671.491/3328.13.7%0.72212471.320.921.433300.2470.840.571.471/3916.39.2%0.66111260.480.351.373300.1260.480.351.371/6902.99.9%0.47X方向最大层间位移角:1/2799.(第8层第1塔)X方向最大位移与层平均位移的比值:1.46(第4层第1塔)X方向最大层间位移与平均层间位移的比值:1.49(第3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-DyMax-Dy/hDyR/DyRatio_AY201244721.6621.661.003300.24470.920.921.001/3596.9.0%1.00191232620.7520.741.003300.23261.001.001.001/3298.5.6%0.84181220219.7519.741.003300.22021.061.061.001/3122.4.9%0.92171208118.6918.691.003300.20811.111.111.001/2976.4.2%0.93161195717.5817.581.003300.19571.161.161.001/2856.3.5%0.91151183616.4216.421.003300.18361.201.201.001/2761.2.8%0.90 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171217921.7618.691.163300.21791.231.111.111/2681.4.2%0.93161205820.5217.581.173300.20581.291.161.121/2555.3.5%0.91151193419.2316.421.173300.19341.341.201.121/2456.2.8%0.90141181317.8915.231.173300.18131.391.231.131/2379.2.1%0.89131168916.5014.001.183300.16891.421.251.131/2321.1.5%0.88121156815.0812.741.183300.15681.451.271.141/2277.0.9%0.87111144413.6311.471.193300.14441.471.281.141/2248.0.2%0.85101132312.1610.191.193300.13231.481.291.151/2233.0.6%0.8491119910.698.901.203300.11991.481.281.161/2233.1.6%0.838110789.217.621.213300.10781.471.261.161/2252.2.8%0.82719547.746.371.223300.9541.441.221.171/2297.4.4%0.80618336.315.141.233300.8331.391.171.191/2377.6.5%0.78517094.923.971.243300.7091.311.091.201/2510.9.5%0.75415883.602.881.253300.5881.210.991.221/2728.13.9%0.71314642.391.891.273300.4641.060.851.251/3103.21.1%0.66213431.331.041.283300.3430.860.671.281/3844.45.2%0.61112190.470.371.283300.2190.470.371.281/7004.99.9%0.42Y方向最大层间位移角:1/2233.(第10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-DyMax-Dy/hDyR/DyRatio_AY 201244724.9921.661.153300.24470.980.921.071/3363.9.0%1.00191232624.0120.741.163300.23261.091.001.091/3039.5.6%0.84181220222.9219.741.163300.22021.161.061.101/2840.4.9%0.92171208121.7618.691.163300.20811.231.111.111/2681.4.2%0.93161195720.5317.581.173300.19571.291.161.121/2555.3.5%0.91151183619.2416.421.173300.18361.341.201.121/2456.2.8%0.90141171217.8915.231.183300.17121.391.231.131/2379.2.1%0.89131159116.5114.001.183300.15911.421.251.131/2320.1.5%0.88121146715.0812.741.183300.14671.451.271.141/2277.0.9%0.87111134613.6311.471.193300.13461.471.281.141/2248.0.2%0.85101122212.1710.191.193300.12221.481.291.151/2232.0.6%0.8491110110.698.901.203300.11011.481.281.161/2233.1.6%0.83819779.217.621.213300.9771.471.261.161/2252.2.8%0.82718567.746.371.223300.8561.441.221.171/2296.4.4%0.80617326.315.141.233300.7321.391.171.191/2376.6.5%0.78516114.923.971.243300.6111.321.091.201/2509.9.5%0.75414873.602.881.253300.4871.210.991.221/2727.13.9%0.71313662.391.891.273300.3661.060.851.251/3103.21.1%0.66212421.331.041.283300.2420.860.671.281/3843.45.2%0.61111210.470.371.283300.1210.470.371.281/7002.99.9%0.42Y方向最大层间位移角:1/2232.(第10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) **********************************************************************各层各塔的规定水平力**********************************************************************层号塔号X向(KN)Y向(KN)1192.594.121208.8212.631296.3299.341353.2354.751389.9387.961413.3400.571424.7394.481427.5376.891428.4352.6101433.3326.3111445.2308.7121468.5309.6131510.8332.1141577.9380.2151670.4461.4161788.4580.2171935.2742.11811111.6957.81911303.31223.02011480.31495.6**********************************************************************规定水平力框架柱及短肢墙地震倾覆力矩(抗规)**********************************************************************层号塔号框架柱短肢墙墙斜撑201X7095.00.0-2180.4Y10366.40.0-5386.7191X13323.80.0835.8Y19239.60.0-5201.0181X20221.70.06880.6Y28869.80.0-2568.2171X27574.90.015585.9Y39120.90.01936.6161X35359.80.026490.9 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201X232.20%0.00%Y271.40%0.00%191X159.48%0.00%Y186.04%0.00%181X127.58%0.00%Y150.88%0.00%171X109.42%0.00%Y131.80%0.00%161X97.79%0.00%Y120.04%0.00%151X89.67%0.00%Y112.17%0.00%141X83.67%0.00%Y106.57%0.00%131X78.98%0.00%Y102.33%0.00%121X75.18%0.00%Y98.94%0.00%111X71.94%0.00%Y96.06%0.00%101X69.10%0.00%Y93.45%0.00%91X66.51%0.00%Y90.96%0.00%81X64.11%0.00%Y88.49%0.00%71X61.80%0.00%Y85.96%0.00%61X59.58%0.00%Y83.34%0.00%51X57.39%0.00%Y80.57%0.00%41X55.22%0.00%Y77.65%0.00%31X53.04%0.00%Y74.53%0.00%21X50.83%0.00%Y71.17%0.00%11X49.63%0.00%Y68.78%0.00%**********************************************************************内力CQC的框架柱及短肢墙地震倾覆力矩********************************************************************** 层号塔号框架柱短肢墙墙斜撑201X6751.00.04909.7Y9464.50.06874.5191X12584.80.010806.8Y17556.00.012086.5181X19078.30.019287.5Y26434.10.018416.5171X26037.50.030183.1Y35964.70.026048.8161X33433.60.043164.3Y46107.80.034812.3151X41184.60.058004.4Y56797.30.044523.5141X49243.80.074473.1Y67969.20.055059.0131X57531.50.092476.1Y79560.30.066374.5121X66013.40.0111915.5Y91508.20.078489.5111X74611.40.0132822.0Y103745.60.091487.5101X83297.90.0155174.2Y116198.50.0105511.491X91987.20.0179056.4Y128776.50.0120738.281X100651.90.0204469.7Y141368.50.0137350.671X109193.00.0231505.8Y153832.00.0155534.861X117574.60.0260132.2Y165988.90.0175469.251X125671.90.0290381.5Y177614.80.0197314.941X133424.00.0322141.4Y188430.00.0220846.331X140703.60.0355300.3Y198135.40.0246458.421X147406.90.0389424.4Y206281.80.0274215.811X159023.20.0418214.0Y218210.00.0298266.3 **********************************************************************内力CQC的框架柱及短肢墙地震倾覆力矩百分比**********************************************************************层号塔号框架柱短肢墙201X57.90%0.00%Y57.93%0.00%191X53.80%0.00%Y59.23%0.00%181X49.73%0.00%Y58.94%0.00%171X46.31%0.00%Y57.99%0.00%161X43.65%0.00%Y56.98%0.00%151X41.52%0.00%Y56.06%0.00%141X39.80%0.00%Y55.25%0.00%131X38.35%0.00%Y54.52%0.00%121X37.10%0.00%Y53.83%0.00%111X35.97%0.00%Y53.14%0.00%101X34.93%0.00%Y52.41%0.00%91X33.94%0.00%Y51.61%0.00%81X32.99%0.00%Y50.72%0.00%71X32.05%0.00%Y49.72%0.00%61X31.13%0.00%Y48.61%0.00%51X30.21%0.00%Y47.37%0.00%41X29.29%0.00%Y46.04%0.00%31X28.37%0.00%Y44.57%0.00%21X27.46%0.00%Y42.93%0.00% 11X27.55%0.00%Y42.25%0.00%**********************************************************************框架柱地震剪力百分比**********************************************************************层号塔号柱剪力总剪力柱剪力百分比11X3327.211759.728.29%Y3281.89989.832.85%21X1795.511667.215.39%Y2216.89895.722.40%31X1993.611458.417.40%Y2739.89683.128.29%41X2144.811162.119.21%Y3094.89383.832.98%51X2258.310808.920.89%Y3353.79029.237.14%61X2354.910419.022.60%Y3525.28641.240.80%71X2413.710005.724.12%Y3627.18240.844.01%81X2461.59581.025.69%Y3673.67846.446.82%91X2479.29153.527.08%Y3676.27469.549.22%101X2488.28725.128.52%Y3644.67117.051.21%111X2471.58291.829.81%Y3585.86790.752.80%121X2446.17846.631.17%Y3504.56482.054.07%131X2397.27378.032.49%Y3403.26172.455.14%141X2337.56867.234.04%Y3282.95840.356.21%151X2254.26289.335.84%Y3143.85460.157.58%161X2157.05618.938.39%Y2985.74998.659.73%171X2036.54830.542.16%Y2808.54418.463.56%181X1907.83895.248.98% Y2619.13676.371.24%191X1724.12783.661.94%Y2395.42718.588.11%201X2002.61480.3135.28%Y2793.41495.6186.78%**********************************************************************0.2V0调整系数以下为程序自动计算的系数，如用户自己定义了系数，则以自定义系数为准**********************************************************************'