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1、|15 SATWE 2012 月日时7|文件名|设计人 校核人 :|15 SATWE 2012 月日时7|文件名|设计人 校核人 :=0 力范方法是021结构X向基本周期（秒 WOC Tx= 是=1NSTi = USi=振型组合方法(CQC耦联;SRSS非耦联)是=1NSTi = USi=振型组合方法(CQC耦联;SRSS非耦联)NAF = KD =IITG NFNS=234RMCTC=DMID=数01 31层1 0.2Vo 0.2Vo 调整上限：是BK_TQL=BT 0.2Vo 0.2Vo 调整上限：是BK_TQL=BTBLZ = TB = RSF =VSEG= KQ_L = NTLRTL0

2、0 XI1= XI2 11WEAKCOEF = WEAKNONSTREN120JB=JWBSB=SC=SWH=RWV: 0RWV1RGXP-Delt 效应：否RNBCBP-Delt 效应：否RNBCB是是 是 否CTEMP= CCRAN= CSPW = CD_L = CD_W =CEA_L =CD_CCD_TDLCD_TE= CC_T=123411112112345*质心 YZ11112112345*质心 YZ11111111111-987654321111111111111111111111-987654321111111111111111111111-附加总质量 (t):*层号(标准层号塔

3、号梁元数柱元数墙元数111111111附加总质量 (t):*层号(标准层号塔号梁元数柱元数墙元数111111111111111111111111111111111111111111111111*层号 塔号11111111111111111111111111111111111117654321123111XY45678911111111111111111111145678911111111111111111111111111111234111156789111111111111111115678911111111111111111111111111111111111234567891111111

4、1111111111111111111111111:2014.10:16:111111:2014.10:16:第一步第二步第三步第四步: 第五步:2014.: : X，Y : : X，Y : X，Y FloorTower No GmassEex，: : X，Y 90%、110% : : Floor Ratx= 11-Gmass( Raty=RJX1: : Floor Ratx= 11-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 21-Gmass活荷折减Raty=RJX1= RJY1

5、=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 31-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor41 Ratx= -GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H Ratx= -GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 51-Gmass( Raty=RJX1= RJY1

6、=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 61-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx=71-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 81-RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 81-Gmass( Ra

7、ty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 91-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-

8、Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor1-Gmass( Ratx= Raty = RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/

9、H=RJZ3/H= - Ratx= Raty = RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJ

10、X3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=R

11、JY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=

12、RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor1-=Gmass=RatxRatyRJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor RatxRatxRatyRJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=

13、RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1=RJY1=RJZ1= RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( Raty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1=

14、 RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-GmassRaty=RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor1-Gmass( Ratx= -RatyRJX1= RJY1=RJZ1=RJX3=RJY3Gmass( Ratx= -RatyRJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -Floor Ratx= 1-Gmass( 活荷折减Raty=RJX1= RJY1=RJZ1=RJ

15、X3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= -X方向最小刚度比1.0000(第32层第1塔Y方向最小刚度比1.0000(第32层第1塔X方向下部刚度0.4001E+08 Y方向下部刚度X方向上部刚度0.4861E+08 Y方向上部刚度X方向刚度比= Y方向刚度比抗倾覆力矩倾覆力矩X Y XY按高钢规计算 X 向顺风向顶点最大加速度(m/s2) = 0.043 按高钢规计算 X 向横风向顶点最大加速度(m/s2) = 0.040 X向顺风向顶点最大加速度(m/s2) = 0.054X向横风向顶点最大加速度(m/s2) = 0.023按高钢规计算 Y Y按高钢规计算 X

16、 向顺风向顶点最大加速度(m/s2) = 0.043 按高钢规计算 X 向横风向顶点最大加速度(m/s2) = 0.040 X向顺风向顶点最大加速度(m/s2) = 0.054X向横风向顶点最大加速度(m/s2) = 0.023按高钢规计算 Y 向顺风向顶点最大加速度(m/s2) = 0.049 按高钢规计算 Y 向横风向顶点最大加速度(m/s2) = 0.050Y向顺风向顶点最大加速度(m/s2) = XY EJd/GH*22.7,*-11111111111111111111111111111111111111111111111111111塔号塔号76543210.80 层号0.80 层号

17、1111(VSS求解器123456781.00(0.00+1.00 0.48(0.48+0.00 9 1.009 1.00(0.00+1.00 0.93(0.04+0.89 X Floor : Tower : 力X X X Y F-x-t:的力1-11111111111111-的力28765432111111111-8765432111111111-的力3-111111111111111111111111111111176543211-X 12345678911-X 123456789: : X X : X 向X力Sic(分塔剪重比(整层剪重比icS191.18( ( 1269.36( ( 9

18、1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(191(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(81(71(61(51(41(31(21(11(X 方向的有效质量系数Y 向 Floor : 层号 Tower : 塔号力: Y : Y 81(71(61(51(41(31(21(11(X 方向的有效质量系数Y 向 Floor : 层号 Tower : 塔号力: Y : Y F-y-tY X 方向的分量Y 的力1-1111111111111111111111111111111111111111111111111111-7654321的力21

19、11111111111111111111111111111111111111111-321的力3-9876543211111111111-9876543211111111111-123456789: : : Y : Y : Y Y 力Sic(分塔剪重比(整层剪重比icS1(1(1(1(1(1(1(1(1(1(1(1(1(1(11(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(1(91(81(71(61(51(41(31(21(11(Y 方向的有效质量系数11:21:311(1(1(91(81(71(61(51(41(31(21(11(Y 方向的有效质量系数

20、11:21:31:41:51:61:71:81:91:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:61:71:81:91:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1:1*|SATWE 位移输出文件:1:1:1:1:1*|SATWE 位移输出文件名称: WDISP.OUT|校核人: : : : Max-(Z: hMax-Dx，Max-Dy Ave-Dx ，Ave-Dy ): : : = 工况 1X h1 : = 工况 1X h11111111111111111111111918171615141312111 15 1塔= 工况 2X

21、 h11111111111111111111111918171615141312111 15 71615141312111 15 1塔= 工况 3X+ h11111111111111111111111918171615141312111 1/2287.(151塔= 工况 4X- h1 1/2287.(151塔= 工况 4X- h11111111111111111111111918171615141312111 18 1塔= 工况 5Y h11111111111111111111111918171615141312111 18 1塔= 工况 6Y 18 1塔= 工况 6Y h11111111111111111111111918171615141312111 18 1塔= 工况 7Y+ h1h11111111111111111111111918111918171615141312111 17 1塔= 工况 8Y- h11111111111111111111111918171615141312111 17 1塔= 工况 9X h113

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