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1、是| 公司名称|=SATWE 20127201615文件名|NSTi = USi=1|:日期:2014是| 公司名称|=SATWE 20127201615文件名|NSTi = USi=1|:日期:201465振型组合方法(CQC耦联;SRSS非耦联)NAF = KD =III=TG3 (%):NF= NS222 力范方法704RMCTC=是DMID=数1=-17 结构X向基本周期(秒WOB 1 SWH=RWV: 0RWV1RGX0.2Vo 1 SWH=RWV: 0RWV1RGX0.2Vo 是BT= BM= BLZ= TB = RSFVSEGKQ1= KQ1= KQ_L= NTLRTL否31,K
2、Q24,KQ2P-Delt 效应:RNBCB第第3730.2Vo 调整上限:否是8,KQ2=0 是 否 XI1= XI2 10CTEMP= CCRAN= CSPW = CD_L = CD_W =CEA_LNSTREN00JB= =CD_CJWBCD_TDLCD_TESB=SC=*MI 0质心 质心 质XGsolRsolWCW-Hwat=-*MI 0质心 质心 质XGsolRsolWCW-Hwat=-11111111111111111111111111111111111层人防设计等级QgrdMair6 级(核2QE1PM QE2PM 室345678111111111111134567897654
3、32125(26(27(28(29(30(31(32(33(34(111111111125(26(27(28(29(30(31(32(33(34(111111111144(30/附加总质量 (t):*度剪力11111111111111111111111144(60/18(19(20(21(22(23(24(987654321111111111198765432111111111111111111111234567891111111111111111111111111111234567891111111111111111111111111XY1111111111111111111:2014.6.
4、:12345678911111111111111111111111111111: 第一步第二步第三步第四步第五步:2014.6.:15:46: : X,Y : : X,Y : X,Y FloorTower No GmassEex,: : Eex Ratx= Raty: Floor Ratx= 11 Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor Ratx= 5: Eex Ratx= Raty: Floor Ratx= 11 Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJ
5、X3/H=RJY3/H=RJZ3/H= Floor Ratx= 51 Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor Ratx= 21 Raty = -=RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor Ratx= 61 Raty = =-RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor Ratx= 31 Raty = -=RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=R
6、JY3/H=RJZ3/H= Floor Ratx= 71 Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor41=RJX1=RJY1=RJZ1= RJX3=RJY3=RJZ3= Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floor Ratx= 81 Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= FloorRJX3=RJY3=RJZ3= Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floo
7、r Ratx= 81 Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor Ratx= 91 Raty = =-RJX1= RJX3=RJY3=RJZ1 = RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx
8、= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1=RJX1=RJY1=RJZ1= RJX3=RJY3=RJZ3= Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= FloorRJX3=RJY3=RJZ3=
9、 Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3
10、= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1=RJX1=RJY1=RJZ1= RJX3=RJY3=RJZ3= Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=
11、RJY3/H=RJZ3/H= FloorRJX3=RJY3=RJZ3= Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx=
12、 Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1=RJX1=RJY1=RJZ1= RJX3=RJY3=RJZ3= Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1
13、= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/HRJX3=RJY3=RJZ3= Eex Ratx= RatyRJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJY1=RJZ1=RJX3=RJY3=RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = RJX1= RJX3=RJY3=RJZ1 = RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/
14、H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1 Ratx= Raty = =RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= X 方向最小刚度比:0.7042(第 7层第1塔) Y方向最小刚度比0.7103(第 7层第1塔RJX1= RJX3=RJY3=RJZ1= RJZ3= RJX3/H=RJY3/H=RJZ3/H= Floor1抗倾覆力矩倾覆力矩=X风荷载 Y风荷载 Y11111111111111111111111
15、111X风荷载 Y风荷载 Y1111111111111111111111111111塔号塔号X向顺风向顶点最大加速度(m/s2X向横风向顶点最大加速度(m/s2X向顺风向顶点最大加速度(m/s2X向横风向顶点最大加速度(m/s2Y向顺风向顶点最大加速度(m/s2Y向横风向顶点最大加速度(m/s2Y向顺风向顶点最大加速度(m/s27654321XY 0.86 层号0.84 层号*7711-111111111111111111111111111111111111111111111111111111111111111111111111-(VSS求解器1234567891.00 ( 1.00+0.00
16、 ) 0.05(0.01+0.03 0.99(0.00+0.99 =7654321X 向 Floor : 层号 Tower : 塔号力X X F-x-tX X Y 2 力-1 力1111-1111111111111111111111111111111111111111111111111111111111111-111111111111111111111111111-765432176543214 力-3 力11111111111111111111111111111111111111111111111111111111111111111-111111111111111111111-7654321
17、76543216 力-5 力-11111111111111111111111111111111111111111111111111111111-543218 力-7 力-1111111111111111987654321111111111111-987654321111111111111-987654321111111111-10 力-9 力1111111111111111111111111111-7654321111111-321111-654321111111-321111-12 力-11 力1111111111111111111111111111111111-11111111111111
18、1111111111111111176543217654-振型 13 力1111111111111111111111111111111111-11111111111111111111111111111111117654321765432115 力14 力1111111111111111111111111111111111-111111111111111111111111111111111-6789: : X X X X 力Sic) (Sic(765432111111111111111234511111111111111111111111111111111(1111111111111111111
19、11111111-1=X 方向的有效质量系数7654321Y 向 Floor : 层号 Tower : 塔号力F-y-xY 方向的耦联 F-y-yY 方向的耦联 F-y-tY 方向的耦联X Y 2 力-1 力1111111111-1111111111111111111111111111111-111111111111111111111111-111111111111111111111-765432176543214 力-3 力11111111111111111111111111111111111111111111111111111111-543216 力-5 力-111111111111111
20、1987654321111111111111-987654321111111111111-987654321111111111-8 力-7 力1111111111111111111111111111-7654321111111-654321111111-321111-10 力-9 力1111111111111111111111111111111111-111111111111111111111111111111176543217654-振型 11 力1111111111111111111111111111111111-11111111111111111111111111111111117654
21、321765432113 力-12 力11111111111111111111111111111111111111111111111111111111111111-111111111111111111111111111111-7654321765432115 力-14 力1111111-1111111111111111111111111111111-111111111111111111111111111-: : : Y : Y : Y Y 力Sic (Sic(765432112345678998765432111119876543211111111111 (11111111111* Y 方向的
22、有效质量系数12345678911111111111111111111111/1/1/1/1/1/1/1/1/1/1/1/1/1/1/|1|1SATWE 位移输出文件名称: WDISP.OUT| 工程名称1校核人1日期:201465|111: : : :11Max-(Z1: hMax-Dx,Max-Ave-Dx ,Ave- 11): 1: 1 : 11= 工况 1X 1h11111111/11/11/1/1/1/1/1/1/1/1/1/1/1/1/1/1/11911811711611511411311211111 181 塔1= 工况 2X 1h111111111191181171611/1/
23、1/1/611/1/1/1/1/1/1/1/1/1/1/1/1/1511411311211111 181 塔1= 工况 3X+ 1h1/1/1/1111111111911811711611511411311211/1/1/1/1/1/1/1/1/1111/1/1/1/1/1/1/1/1/111 181 塔1= 工况 4X- 1h1/1/1/1/1/1/1/1/1/1111111111911811711611511411311211111 161塔1= 工况 5Y 1h111111111911811711611511411311211111 211塔1= 工况 6Y 1h1111111111911911811711611511411311211111 211塔1= 工况 7Y+ 1h1111111111111111111411311211111 241塔1= 工况 8Y- 1h1/1/1/1/111
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