地上部分第三方审查塔楼b3计算书satwe

1、结构 Y 向基本周期（秒）:Ty =3.30是否考虑顺风向是WD WD/:公司名称:风荷载作用下结构的阻尼比(%):风荷载作用下舒适度验算阻尼比(%):|=C=否否5.002.00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是否计算横风向是否计算扭转:承载力设计时风荷载效应放大系数:体形变化分段数:|WENL=MPART= NSTi = USi =1.101321.30|各段最号:|工程名称|工程代号设计人校核人各段体形系数:日期:2014/ 5/23 |信息 .振型组合方法(CQC 耦联;SRSS 非耦联)计算振型数:烈度:

2、场地类别:/CQCNMODE=NAF =7.00 KD =III一组总信息 .结构材料信息:15钢砼结构混凝土容重(kN/m3):GcGs ARF=26.0078.000.00钢材容重 (kN/m3):水平力的夹角(Degree)室层数:竖向荷载计算信息:风荷载计算信息:力计算信息:“规定水平力”计算方法:结构类别:裙房层数:转换层所在层号：嵌固端所在层号：墙元细分最大控制长度(m)弹性板与梁变形是否协调墙元网格:是否对全楼强制采用刚性楼板假定室是否强制采用刚性楼板假定:设计特征周期分组:TG =Rmax1 =0.450.08影响系数最大值MBASE=3按模拟施工 3 加荷计算计算 X,Y 两

3、个方向的风荷载用于 12 层以下规则砼框架结构薄弱层验算的影响系数最大值框架的抗震等级:剪力墙的抗震等级:钢框架的抗震等级:抗震构造措施的抗震等级:重力荷载代表值的活载组合值系数:周期折减系数:结构的阻尼比 (%):中震(或大震)设计:是否考虑偶然偏心:Rmax2 =NF = NW = NS =0.50222计算 X,Y 两个方向的力楼层剪力差方框架-筒体结构 MANNEX= MCHANGE=MQIANGU=范方法)NGZDJ =不改变704RMC =TC =0.500.855.00DMAX=是1.00DMID =不考虑是是否=侧向出口结点否否是是层间剪力比层间位移算法是否考虑双向按主振型确定

4、扭转效应:内力符号:墙梁跨点作为刚性楼板的从节点斜交抗侧力构件方向的附加斜交抗侧力构件方向的附加数1计算墙倾覆力矩时只考虑腹板和有效翼缘采用的楼层刚度算法结构所在地区方向角(Deg)=-43活荷载信息 .考虑活荷不利布置的层数柱、墙活荷载是否折减传到基础的活荷载是否折减考虑结构使用年限的活荷载调整系数从第 1折算 不折算1.00到 6 层风荷载信息 .修正后的基本风压 (kN/m2):风荷载作用下舒适度验算风压(kN/m2):地面粗糙程度:结构X 向基本周期（秒）:WO =WOC=B 类Tx =0.650.35-柱，墙，基础活荷载折减系数-计算截面以上的层数折减系数3.60墙水平分布筋最大间距

5、 (mm):墙竖向分布筋配筋率 (%):12-34-56-89-20 201.000.850.700.650.600.55SWH = 200.00RWV =0.25结构底部单独指定墙竖向分布筋配筋率的层数: NSW =5结构底部 NSW 层的墙竖向分布配筋率:剪配筋采用交叉斜筋时箍筋与对角斜筋的配筋强度比:RWV1 =0.30RGX =1.00调整信息 .梁刚度放大系数是否按 2010 规范取值：设计信息 .结构重要性系数:柱计算长度计算原则:是RWO =无侧移 作为刚域作为刚域是1.00托墙梁刚度增大系数：弯矩调幅系数：梁活荷载内力增大系数：连梁刚度折减系数：梁扭矩折减系数：全楼力放大系数：

6、0.2Vo 调整分段数：BK_TQL =BT = BM = BLZ = TB = RSF =VSEG =KQ1 = KQ1 = KQ1 =KQ_L = KZZ_L =NTL =RTL =1.000.801.000.600.401.0031, KQ2 =4, KQ2 =在柱端在 是否考虑部分简化:部分简化:P-Delt 效应：柱配筋计算原则:按高规或高钢规进行构件设计:钢构件截面净毛面积比:梁保护层厚度 (mm):柱保护层厚度 (mm):按单偏压计算否RN =BCB = ACA =0.8520.0020.00第第第段起始和终止层号：段起始和终止层号：段起始和终止层号：37剪力墙构造边缘构件的设计

7、执行高规 7.2.16-4:否是8, KQ2 = 322.005.0001.000.2Vo 调整上限：框支柱调整上限：顶塔楼内力放大起算层号：顶塔楼内力放大：框架配筋考虑受压钢筋: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是否按抗震规范 5.2.5 调整楼层弱轴方向的动位移比例因子强轴方向的动位移比例因子是否调整与框支柱相连的梁内力薄弱层判断方式：强制指定的薄弱层个数荷载组合信息 .恒载分项系

8、数: 活载分项系数: 风荷载分项系数:CPCOEF91 =力 IAUTO525 =XI1 = XI2 = IREGU_KZZB =1.1011.001.000CDEAD=CLIVE= CWIND= CEA_H= CEA_V= CTEMP = CCRAN = CSPW = CD_L = CD_W =CEA_L =1.201.401.401.300.501.401.401.400.700.600.500.500.70水平竖向力分项系数:力分项系数:按高规和抗规从严判断温度荷载分项系数:吊车荷载分项系数:特殊风荷载分项系数:活荷载的组合值系数:风荷载的组合值系数:重力荷载代表值效应的活荷组合值系数:

9、NWEAK =WEAKCOEF = NSTREN =01.250薄弱层内力放大系数强制指定的加强层个数配筋信息 .强度柱箍筋强度(N/mm2):(N/mm2):JB =JC = FYH = FYW =JWB =360360360360300重力荷载代表值效应的吊车荷载组合值系数:CEA_C =墙水平分布筋强度墙竖向分布筋强度边缘构件箍筋强度吊车荷载组合值系数:温度作用的组合值系数:仅考虑恒载、活载参与组合:考虑风荷载参与组合:(N/mm2):(N/mm2):(N/mm2):CD_C =CD_TDL =CD_TW = CD_TE =0.600.000.00最大间距柱箍筋最大间距(mm):(mm)

10、:SB = 100.00SC = 100.00考虑作用参与组合:砼构件温度效应折减系数:CC_T =0.30*各层的质量、质心坐标信息*信息 .土的水平抗力系数的比例系数(MN/m4):扣除地面以下几层的回填土约束:回填土容重 (kN/m3):回填土侧压力系数:*MI =MMSOIL =3.000层号量比塔号质心质心 Y质心 Z恒载质量活载质量附加质量质XGsol =18.00Rsol =0.50(m)4.0953.8493.0613.0943.0943.0943.0943.0793.0793.0793.0793.0793.0683.0683.0683.0683.0683.0793.0793.

11、0793.0793.0793.1123.1123.0774.1964.2775.6584.911-4.400-7.284-4.220(m)108.340105.340102.34099.19096.04092.89089.74086.59083.44080.29077.14073.99070.84067.69064.54061.39058.24055.09051.94048.79045.64042.49039.34036.19033.04030.85027.70022.60017.50010.6006.1001.000(t)305.5274.41860.71866.11866.11866.11

12、866.11905.01905.01905.01905.01905.01947.01947.01947.01947.01947.01964.21964.21964.21964.21964.21988.11988.11879.71443.91828.12370.62704.316898.820152.424890.8(t)14.049.0143.4142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6142.6173.6127.6257.22

13、09.82896.53055.13110.2外墙分布筋保护厚度室外地平标高 (m):水位标高 (m):室外地面附加荷载 (kN/m2): 1 层人防设计等级:(mm):WCW =35.00Hout =-0.35Hwat = -20.0032313029282726252423222120191817161514131211109876543211111111111111111111111111111111172.02472.09373.12272.99672.99672.99672.99673.01673.01673.01673.01673.01673.02873.02873.02873.02

14、873.02873.01873.01873.01873.01873.01872.98772.98773.02071.13971.62471.27371.41695.93198.29298.8000.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.990.161.001.001.001.000.981.001.001.001.000.981.001.001.001.000.991.001.001.001.000.991.001.051.250.830.7

15、40.900.150.850.831.00Qgrd =Mars = Mair =0.005 级(核)2人防室层数:室顶板竖向等效荷载QE1 =见 PM 定义(kN/m2)室墙的人防水平人防等效(kN/m2)QE2 =见 PM 定义剪力墙底部加强区的层和塔信息.层号3塔号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3塔号类别约束边缘构件层约束边缘构件层约束边缘构件层约束边缘构件层约束边缘构件层约束边缘构件层1约束边缘构件层活载产生的总质量 (t):恒载产生的总质量 (t):913173.236115130.836附加总质量 (t)

16、:结构的总质量 (t):恒载产生的总质量包括结构自重和外加恒载0.000128304.07028( 12)29( 12)30( 13)31( 14)32( 15)11111316(35/ 360)316(35/ 360)159(35/ 360)41(35/ 360)41(35/ 360)20(30/ 360)20(30/ 360)20(30/ 360)0(30/ 360)0(30/ 360)44(30/ 360)44(30/ 360)44(30/ 360)33(30/ 360)33(30/ 360)3.1503.1503.1503.0003.00096.04099.190102.340105.

17、340108.340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、构件材料和层高风荷载信息*层号(标准层号)度塔号数柱元数墙元数层高累计高层号塔号风荷载 X剪力X倾覆弯矩 X风荷载 Y剪力 Y倾覆弯矩 Y(混凝土/主筋)(混凝土/主筋)(混凝土/主筋)(m)(m)32313029282726252423222120191817161514131211109876541111111111111111111111111111195.9294.08298.89292.91286.96281.0527

18、5.15269.27263.38257.49251.57245.62239.63233.57227.44221.22214.89208.43201.81195.01187.98180.70173.10165.11108.91140.99213.69186.73226.7595.9190.0488.9781.81068.81349.81625.01894.22157.62415.12666.72912.33151.93385.53612.93834.24049.14257.54459.34654.34842.35023.05196.15361.25470.15611.15824.86011.56

19、238.3287.8857.82397.84860.58227.112479.017597.623564.430360.937968.546368.555542.365470.976135.287516.099593.6112348.1125759.2139806.0154467.0169720.2185542.6201910.3218798.0230777.5248452.4278158.8308817.4351861.4104.30102.32296.76290.85284.98279.14273.32267.50261.69255.86250.01244.13238.20232.2122

20、6.14219.98213.72207.32200.76194.02187.06179.84172.31164.38108.45148.58222.17194.25236.13104.3206.6503.4794.21079.21358.31631.71899.22160.82416.72666.72910.83149.03381.33607.43827.44041.14248.44449.24643.24830.35010.15182.45346.85455.25603.85826.06020.26256.4312.9932.72518.45020.28419.612698.417838.1

21、23820.530627.238239.846640.055809.165728.676379.687742.999799.1112528.6125911.1139926.0154552.0169767.4185549.2201873.8218716.2230663.2248315.2278027.8308731.1351900.01(2(3(4(5(6(7(8(9(10(11(12(13(14(15(1)2)3)4)5)6)7)8)8)8)9)9)9)9)9)1111111111111111111111111111218(35/ 360)926(35/ 360)934(35/ 360)279

22、(35/ 360)256(35/ 360)215(35/ 360)217(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)316(35/ 360)187(60/ 360)191

23、(60/ 360)186(60/ 360)20(60/ 360)20(60/ 360)20(60/ 360)20(60/ 360)20(60/ 360)20(55/ 360)20(55/ 360)20(55/ 360)20(50/ 360)20(50/ 360)20(50/ 360)20(50/ 360)20(50/ 360)20(40/ 360)20(40/ 360)20(40/ 360)20(40/ 360)20(40/ 360)20(35/ 360)20(35/ 360)20(35/ 360)20(35/ 360)20(35/ 360)20(30/ 360)56(60/ 360)111(

24、60/ 360)118(60/ 360)55(60/ 360)57(60/ 360)60(60/ 360)50(60/ 360)44(60/ 360)44(55/ 360)44(55/ 360)44(55/ 360)44(50/ 360)44(50/ 360)44(50/ 360)44(50/ 360)44(50/ 360)44(40/ 360)44(40/ 360)44(40/ 360)44(40/ 360)44(40/ 360)44(35/ 360)44(35/ 360)44(35/ 360)44(35/ 360)44(35/ 360)44(30/ 360)1.0005.1004.5006

25、.9005.1005.1003.1502.1903.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1503.1501.0006.10010.60017.50022.60027.70030.85033.04036.19039.34042.49045.64048.79051.94055.09058.24061.39064.54067.69070.84073.99077.14080.29083.44086.59089.74092.89016( 10)17( 10)18( 10)

26、19( 10)20( 10)21( 11)22( 11)23( 11)24( 11)25( 11)26( 12)27( 12)3211110.000.000.006238.36238.36238.3379933.6411748.7417986.90.000.000.006256.46256.46256.4380053.7411961.2418217.6=各楼层等效尺寸(:m,m*2)=层号1234567891011121314151617181920212223242526272829303132塔号11111111111111111111111111111111面积10593.6110593

27、.5611043.161179.361179.361179.361196.161288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.811288.81140.12140.12形心 X 98.6598.6598.0471.2571.2571.2571.0073.1573.1573.1573.1573.1573.1573.1573.1573.1573.

28、1573.1573.1573.1573.1573.1573.1573.1573.1573.1573.1573.1573.1573.1572.0072.00形心 Y-3.89-3.89-4.874.244.244.244.243.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.093.094.244.24等效宽 B等效高 H最大宽 BMAX最小宽 BMIN=各楼层偶然偏心信息=88.7688.7691.1235.1035.1035.1035.6035.9035.9035.903

29、5.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9012.4012.40122.21122.21123.9033.6033.6033.6033.6035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9011.3011.30124.48124.48126.4635.1035.10

30、35.1035.6035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9012.4012.4085.5585.5587.5333.6033.6033.6033.6035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9035.9011.3011.30层号123

31、4567891011121314151617181920212223242526272829303132塔号11111111111111111111111111111111X 向偏心0.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.05Y 向偏心0.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.05

32、0.050.050.050.050.050.050.050.050.050.050.050.050.05=各楼层的面积质量分布(:kg/m*2)=可用内存: 1953.00MB层号1234567891011121314151617181920212223242526272829303132塔号11111111111111111111111111111111面积质量2643.202190.721792.542470.962228.131658.301352.201569.091653.211653.211634.681634.681634.681634.681634.681621.321621.

33、321621.321621.321621.321588.761588.761588.761588.761588.751558.521558.521558.521558.521555.012308.062280.57质量比gimax(gi/gi-1,gi/gi+1)1.211.220.821.381.341.230.861.161.051.011.001.001.001.001.011.001.001.001.001.021.001.001.001.001.021.001.001.001.001.001.481.00第一步:数据预处理第二步:计算每层刚度中心、度、质量等信息第三步:作用分析第四步

34、:风及竖向荷载分析第五步:计算杆件内力结束日期时间总用时: 2014. 5.23:15:19:230: 9: 2=各层刚心、偏心率、相邻层侧移刚度比等计算信息: 层号: 塔号刚心的 X，Y 坐标值: 层刚性主轴的方向: 质心的 X，Y 坐标值: 总质量: X，Y 方向的偏心率: 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)Floor NoTower No Xstif，Ystif AlfXmass，Ymass Gmass Eex，EeyRatx，Raty: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

35、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(剪力与层间位移的比)=Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层1Tower No.194.3473(m)98.8002(m)0.10191.000025.29543.8577Ystif=Ym

36、ass= Eey= Raty = Raty1=Raty2=-3.7752(m)-4.2199(m) 0.01021.000011.77191.7953Alf=-44.1315(Degree)Gmass(活荷折减)= 31111.2461( 28001.0176)(t)=计算信息=计算日期开始时间剪力放大系数= 1.00: 2014. 5.23:15:10:21RJX1 = 4.4889E+08(kN/m)RJY1 = 6.2133E+08(kN/m)RJX3 = 1.4935E+09(kN/m)RJY3 = 1.3757E+09(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3

37、 = 0.0000E+00(kN/m)RJX3/H = 1.4935E+09(kN/m)RJY3/H = 1.3757E+09(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Ratx =Ratx1= Ratx2=薄弱层1.35291.06991.3364Raty =Raty1= Raty2=1.34500.93111.2714Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层2Tower No.1剪力放大系数= 1.2571.6371(m)98.2922(m)0.58840.53904.03553.5572Ystif=-43.

38、3784(m)Alf=10.8262(Degree)Gmass(活荷折减)= 26262.7324( 23207.5859)(t)Ymass=Eey= Raty = Raty1=Raty2=-7.2845(m)0.85060.45913.51403.0975RJX1 = 4.1113E+07(kN/m)RJY1 = 3.8120E+07(kN/m)RJZ1 = 0.0000E+00(kN/m)RJX3 = 4.7165E+06(kN/m)RJY3 = 2.6543E+06(kN/m)RJZ3 = 0.0000E+00(kN/m) RJX3/H = 9.2480E+05(kN/m)RJY3/H

39、= 5.2045E+05(kN/m)RJZ3/H = 0.0000E+00(kN/m)-Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层6Tower No.1剪力放大系数= 1.0071.7074(m)71.6237(m)0.00831.00410.85891.0503Ystif=Ymass= Eey= Raty = Raty1=Raty2=4.2467(m)4.2773(m)0.00311.00000.76150.9553Alf=0.0000(Degree)Gmass(活荷折减)=2083.3508(RJX1 = 2.4195E+08(k

40、N/m)RJY1 = 2.8524E+08(kN/m)RJX3 = 8.4348E+07(kN/m)RJY3 = 1.6694E+08(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)1955.7277)(t)RJX3/H = 1.6539E+07(kN/m)RJY3/H = 3.2734E+07(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层3Tower No.1剪力放大系数= 1.2571.2350(m)95.9314(

41、m)0.53810.93668.31604.4827Ystif=-42.2778(m)Alf=10.6511(Degree)Gmass(活荷折减)= 22691.7246( 19795.2715)(t)Ymass=Eey= Raty = Raty1=Raty2=-4.3998(m)0.87170.923232.417817.0951RJX1 = 4.1282E+07(kN/m)RJY1 = 3.8120E+07(kN/m)RJX3 = 3.9214E+06(kN/m)RJY3 = 2.3198E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(

42、kN/m)RJX3/H = 7.6890E+05(kN/m)RJY3/H = 4.5485E+05(kN/m)RJZ3/H = 0.0000E+00(kN/m)-Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层7Tower No.1剪力放大系数= 1.0071.8519(m)71.1387(m)0.05251.42121.10341.2344Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.8915(m)4.1958(m)0.02391.42151.06471.1911Alf=0.0000(Degree)Gmas

43、s(活荷折减)=1791.0466(RJX1 = 2.2662E+08(kN/m)RJY1 = 2.6334E+08(kN/m)RJX3 = 2.9859E+07(kN/m)RJY3 = 6.7870E+07(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)1617.4500)(t)RJX3/H = 6.6354E+06(kN/m)RJY3/H = 1.5082E+07(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层4Tow

44、er No.1剪力放大系数= 1.0071.9712(m)71.4159(m)0.06760.13411.28071.5384Ystif=Ymass= Eey= Raty = Raty1=Raty2=4.1392(m)4.9105(m)0.09020.10761.26201.6293Alf=0.0000(Degree)Gmass(活荷折减)=3123.9746(2914.1477)(t)RJX1 = 5.8669E+07(kN/m)RJY1 = 5.4189E+07(kN/m)RJX3 = 5.4954E+06(kN/m)RJY3 = 3.5743E+06(kN/m)RJZ1 = 0.0000

45、E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)RJX3/H = 1.7446E+06(kN/m)RJY3/H = 1.1347E+06(kN/m)RJZ3/H = 0.0000E+00(kN/m)-Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层8Tower No.1剪力放大系数= 1.0072.6786(m)73.0196(m)0.02811.40412.11741.2183Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.5361(m)3.0765(m)0.03781.38672.0775

46、1.2134Alf=0.0000(Degree)Gmass(活荷折减)=2164.8362(RJX1 = 3.0388E+07(kN/m)RJY1 = 2.8342E+07(kN/m)RJX3 = 4.8268E+06(kN/m)RJY3 = 2.8769E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)2022.2555)(t)RJX3/H = 6.9953E+05(kN/m)RJY3/H = 4.1694E+05(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Floor No.Xstif= Xmass= Eex=

47、5Tower No.1剪力放大系数= 1.0071.4383(m)71.2735(m)0.0167Ystif=Ymass= Eey=4.9535(m)5.6582(m)0.0712Alf=0.0000(Degree)Gmass(活荷折减)=2884.9224(2627.7639)(t)RJX1 = 8.2376E+07(kN/m)RJY1 = 7.5143E+07(kN/m)RJX3 = 7.1149E+06(kN/m)RJY3 = 4.7957E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)RJX3/H = 3.2488E+06

48、(kN/m)RJY3/H = 2.1898E+06(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Ratx =Ratx1= Ratx2=薄弱层0.97181.42511.1931Raty =Raty1= Raty2=0.97181.35021.1587Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层9Tower No.1剪力放大系数= 1.0072.4855(m)72.9872(m)0.03900.68451.44571.1943Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.6817(m)3.

49、1118(m)0.04520.68561.39611.1784Alf=0.0000(Degree)Gmass(活荷折减)=2273.2583(2130.6775)(t)RJX1 = 5.3264E+07(kN/m)RJY1 = 4.8533E+07(kN/m)RJZ1 = 0.0000E+00(kN/m)RJX3 = 3.6123E+06(kN/m)RJY3 = 2.5970E+06(kN/m)RJZ3 = 0.0000E+00(kN/m) RJX3/H = 1.1468E+06(kN/m)RJY3/H = 8.2446E+05(kN/m)RJZ3/H = 0.0000E+00(kN/m)-F

50、loor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层13Tower No.1剪力放大系数= 1.0072.4758(m)73.0185(m)0.04471.00001.40141.1855Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.5183(m)3.0791(m)0.03721.00001.34091.1528Alf=0.0000(Degree)Gmass(活荷折减)=2249.3784(RJX1 = 5.6385E+07(kN/m)RJY1 = 5.1517E+07(kN/m)RJX3 = 4.5114E+06

51、(kN/m)RJY3 = 3.0530E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)2106.7976)(t)RJX3/H = 1.4322E+06(kN/m)RJY3/H = 9.6922E+05(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层10Tower No.1剪力放大系数= 1.0072.4831(m)72.9872(m)0.03931.00001.44811.1981Ystif=Ymass= Eey=

52、 Raty = Raty1=Raty2=3.8053(m)3.1118(m)0.05461.00001.38191.1740Alf=0.0000(Degree)Gmass(活荷折减)=2273.2588(2130.6780)(t)RJX1 = 5.3264E+07(kN/m)RJY1 = 4.8533E+07(kN/m)RJX3 = 3.3642E+06(kN/m)RJY3 = 2.4905E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)RJX3/H = 1.0680E+06(kN/m)RJY3/H = 7.9062E+05(kN

53、/m)RJZ3/H = 0.0000E+00(kN/m)-Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层14Tower No.1剪力放大系数= 1.0072.4422(m)73.0185(m)0.04731.00001.37251.1725Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.3957(m)3.0791(m)0.02671.00001.33771.1486Alf=0.0000(Degree)Gmass(活荷折减)=2249.3777(RJX1 = 5.6385E+07(kN/m)RJY1 = 5.1

54、517E+07(kN/m)RJX3 = 4.1971E+06(kN/m)RJY3 = 2.8788E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)2106.7971)(t)RJX3/H = 1.3324E+06(kN/m)RJY3/H = 9.1391E+05(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层11Tower No.1剪力放大系数= 1.0072.6771(m)73.0185(m)0.02810.972

55、01.44091.1972Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.5081(m)3.0791(m)0.03580.96941.36451.1656Alf=0.0000(Degree)Gmass(活荷折减)=2249.3784(2106.7976)(t)RJX1 = 5.3264E+07(kN/m)RJY1 = 4.8533E+07(kN/m)RJX3 = 3.1532E+06(kN/m)RJY3 = 2.4003E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)RJX3/H = 1.0010E+

56、06(kN/m)RJY3/H = 7.6202E+05(kN/m)RJZ3/H = 0.0000E+00(kN/m)-Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层15Tower No.1剪力放大系数= 1.0072.6663(m)73.0185(m)0.02891.00001.34671.1604Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.4602(m)3.0791(m)0.03181.00001.33961.1506Alf=0.0000(Degree)Gmass(活荷折减)=2249.3784(RJX

57、1 = 5.4808E+07(kN/m)RJY1 = 4.9939E+07(kN/m)RJX3 = 3.8923E+06(kN/m)RJY3 = 2.7245E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)2106.7976)(t)RJX3/H = 1.2356E+06(kN/m)RJY3/H = 8.6492E+05(kN/m)-RJZ3/H = 0.0000E+00(kN/m)Floor No.Xstif= Xmass= Eex=12Tower No.1剪力放大系数= 1.0072.4775(m)73.0185(m)0.044

58、5Ystif=Ymass= Eey=3.3913(m)3.0791(m)0.0263Alf=0.0000(Degree)Gmass(活荷折减)=2249.3777(2106.7971)(t)RJX1 = 5.3264E+07(kN/m)RJY1 = 4.8533E+07(kN/m)RJX3 = 2.9880E+06(kN/m)RJY3 = 2.3221E+06(kN/m)RJZ1 = 0.0000E+00(kN/m)RJZ3 = 0.0000E+00(kN/m)RJX3/H = 9.4856E+05(kN/m)RJY3/H = 7.3716E+05(kN/m)-RJZ3/H = 0.0000E

59、+00(kN/m)Ratx =Ratx1= Ratx2=薄弱层1.00001.35461.1486Raty =Raty1= Raty2=1.00001.33441.1446Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=薄弱层16Tower No.1剪力放大系数= 1.0072.5600(m)73.0284(m)0.04030.97921.32831.1492Ystif=Ymass= Eey= Raty = Raty1=Raty2=3.3452(m)3.0681(m)0.02450.97721.33831.1510Alf=0.0000(Degre

60、e)Gmass(活荷折减)=2232.1580(2089.5774)(t)RJX1 = 4.9135E+07(kN/m)RJY1 = 4.4678E+07(kN/m)RJZ1 = 0.0000E+00(kN/m)RJX3 = 2.6175E+06(kN/m)RJY3 = 2.0255E+06(kN/m)RJZ3 = 0.0000E+00(kN/m) RJX3/H = 8.3095E+05(kN/m)RJY3/H = 6.4302E+05(kN/m)RJZ3/H = 0.0000E+00(kN/m)-Floor No.Xstif= Xmass= Eex= Ratx = Ratx1= Ratx2=