周期地震力与振型输出文件资料

1、实用标准文案周期、地震力与振型输出文件（总刚分析方法 ）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10.996090.291.00 ( 0.00+1.00 )0.0020.88510.800.58 ( 0.58+0.00 )0.4230.7605179.580.43 ( 0.43+0.00 )0.5740.299490.401.00 ( 0.00+1.00 )0.0050.27640.980.59 ( 0.59+0.00 )0.4160.2388179.380.41 ( 0.41+0.00 )0.5970.156990.620

2、.99 ( 0.00+0.99 )0.0180.15270.990.61 ( 0.61+0.00 )0.3990.1334179.480.40 ( 0.40+0.00 )0.60100.1102179.280.67 ( 0.67+0.00 )0.33110.105889.520.96 ( 0.00+0.96 )0.04精彩文档实用标准文案地震作用最大的方向-89.914 ( 度 )120.1023179.570.49 ( 0.49+0.00 )0.51130.0943179.440.08 ( 0.08+0.00 )0.92140.092389.720.85 ( 0.00+0.85 )0.151

3、50.0881101.170.13 ( 0.00+0.12 )0.87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精彩文档实用标准文案(kN)(kN)(kN-m)710.00-0.020.00610.00-0.230.02510.00-0.210.02410.00-0.170.01310.00-0.130.01210.00-0.080.01110.00

4、-0.030.00振型2 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)711.330.041.196128.070.08179.315126.870.53173.254123.320.46149.893116.960.34109.592110.600.2168.24114.780.0833.83振型 3 的地震力精彩文档实用标准文案FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)712.59-0.02-1.326123.800.20-203.745121.91-0.34-197.064118.37-0.31-170.153

5、113.75-0.23-124.45218.47-0.15-76.28113.84-0.06-37.48振型4 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)710.000.020.00610.000.25-0.01510.000.070.01410.00-0.140.02310.00-0.260.03210.00-0.250.02110.00-0.140.01精彩文档实用标准文案振型 5 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)71-1.55-0.05-1.4161-23.46-0.19-151.6051-

6、8.40-0.31-60.134111.240.1162.653123.850.42144.912124.170.47149.131114.340.2798.54振型6 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)71-2.500.020.8561-15.26-0.09141.7751-4.540.2451.96418.230.06-69.943115.96-0.14-146.45精彩文档实用标准文案2115.57-0.22-146.50119.24-0.15-95.68振型7 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)

7、(kN-m)710.00-0.030.00610.00-0.17-0.01510.000.13-0.02410.000.24-0.02310.000.020.01210.00-0.230.02110.00-0.230.02振型8 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)711.690.051.666111.660.1382.5251-7.36-0.03-31.42精彩文档实用标准文案41-16.46-0.28-96.9131-3.12-0.10-26.092114.150.2476.681116.800.30106.02振型 9 的地震力Floor

8、TowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)712.63-0.010.38614.620.07-61.5751-5.48-0.1237.0241-7.710.0087.0631-0.530.0919.93217.370.02-75.70118.03-0.11-98.95振型10 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)71-3.560.01-4.37精彩文档实用标准文案610.320.06-33.16518.19-0.1421.8141-0.690.0025.5931-8.960.13-17.6121-0.530.01-19

9、.691113.36-0.1823.36振型11 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)710.00-0.040.00610.00-0.02-0.02510.000.130.01410.000.000.01310.00-0.14-0.01210.000.02-0.01110.000.160.02振型12 的地震力FloorTowerF-x-xF-x-yF-x-t精彩文档实用标准文案(kN)(kN)(kN-m)710.300.000.4161-0.620.00-0.92510.04-0.012.72410.600.000.6031-0.110.01

10、-3.7021-0.530.00-0.78110.37-0.016.24振型13 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)710.120.02-0.3161-0.49-0.01-8.66510.68-0.0313.8141-0.080.034.2831-0.820.01-14.74210.75-0.03-0.40110.150.0116.55振型 14 的地震力精彩文档实用标准文案FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)710.000.020.00610.00-0.030.00510.000.010.00410

11、.000.020.00310.00-0.020.00210.00-0.010.00110.000.040.00振型15 的地震力FloorTowerF-x-xF-x-yF-x-t(kN)(kN)(kN-m)710.00-0.080.0561-0.030.240.08510.05-0.22-0.14410.01-0.07-0.0931-0.050.260.15210.00-0.070.11110.05-0.21-0.29精彩文档实用标准文案各振型作用下 X 方向的基底剪力振型号 剪力 (kN)10.002111.93392.7240.00540.19626.7070.00817.3598.931

12、08.13110.00120.06130.31140.00150.03X 向地震作用参与振型的有效质量系数精彩文档实用标准文案振型号 有效质量系数 (%)10.00246.26333.4340.0057.2164.7970.0083.1191.60101.46110.00120.01130.06140.00150.01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精彩文档实用标准文案Mx : X 向地震作用下结构的弯矩Static Fx: 底部剪力法 X 向的地震力Floor Tower Fx

13、 Vx ( 分塔剪重比 ) ( 整层剪重比 ) Mx Static Fx(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)716.346.34(4.22%)( 4.22%)17.7528.706153.9058.92(2.55%)( 2.55%)191.4847.405142.7195.95(2.10%)( 2.10%)473.3341.214142.33122.54(1.79%)( 1.79%)823.0433.693142.23144.22(1.58%)( 1.58%)1224.1824.672141.10162.81(1.43%)( 1.43%

14、)精彩文档实用标准文案1670.1016.47112154.289.4734.39176.94( 1.27%)( 1.27%)抗震规范 (5.2.5) 条要求的X 向楼层最小剪重比0.80%X 方向的有效质量系数 : 97.93%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 的地震力精彩文档实用标准文案FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.003.25-0.0261-

15、0.2244.51-3.5751-0.2141.07-3.3241-0.1834.40-2.7631-0.1324.69-1.9621-0.0814.83-1.1911-0.046.21-0.59振型2 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.020.000.02610.440.002.78510.420.012.69410.360.012.32310.260.011.70210.160.001.06110.070.000.52精彩文档实用标准文案振型 3 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m

16、)71-0.030.000.0161-0.230.001.9851-0.210.001.9141-0.180.001.6531-0.130.001.2121-0.080.000.7411-0.040.000.36振型4 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.02-3.820.02610.30-40.761.61510.10-11.48-1.1941-0.1422.71-3.8731-0.2842.74-4.8421-0.2840.90-4.05精彩文档实用标准文案11-0.1722.45-2.36振型5 的地震力FloorTowerF-y

17、-xF-y-yF-y-t(kN)(kN)(kN-m)71-0.030.00-0.0361-0.420.00-2.7151-0.15-0.01-1.07410.200.001.12310.430.012.59210.430.012.67110.260.001.76振型6 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.030.00-0.01610.160.00-1.52510.050.00-0.5641-0.090.000.75精彩文档实用标准文案31-0.170.001.5721-0.170.001.5711-0.100.001.03振型7 的地震

18、力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)71-0.043.15-0.0161-0.2118.870.68510.13-14.152.38410.28-26.541.87310.06-2.67-0.6921-0.2125.19-2.4111-0.2825.44-1.81振型8 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.030.000.03610.200.001.43精彩文档实用标准文案51-0.130.00-0.5441-0.280.00-1.6831-0.050.00-0.45210.240.001.3

19、3110.290.011.83振型 9 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)71-0.020.000.0061-0.030.000.38510.030.00-0.23410.050.00-0.54310.000.00-0.1221-0.050.000.4711-0.050.000.61振型10 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)精彩文档实用标准文案710.050.000.06610.000.000.4451-0.110.00-0.29410.010.00-0.34310.120.000.232

20、10.010.000.2611-0.180.00-0.31振型11 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.01-4.65-0.0461-0.07-2.43-1.78510.0914.141.49410.02-0.111.3231-0.13-14.39-1.48210.021.71-1.05110.1617.352.12振型12 的地震力精彩文档实用标准文案FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)71-0.030.00-0.04610.070.000.10510.000.00-0.2941-0.060.

21、00-0.06310.010.000.40210.060.000.0811-0.040.00-0.67振型13 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.000.000.00610.010.000.1151-0.010.00-0.17410.000.00-0.05310.010.000.1821-0.010.000.00110.000.00-0.21精彩文档实用标准文案振型 14 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.003.04-0.02610.01-5.87-0.4851-0.012

22、.11-0.79410.024.060.35310.00-4.080.5721-0.03-2.18-0.40110.046.37-0.37振型15 的地震力FloorTowerF-y-xF-y-yF-y-t(kN)(kN)(kN-m)710.000.39-0.25610.15-1.13-0.3951-0.211.030.6741-0.070.340.41310.23-1.24-0.6921-0.010.31-0.53精彩文档实用标准文案1 1 -0.24 1.001.36各振型作用下 Y 方向的基底剪力振型号 剪力 (kN)1168.9620.0330.01472.7550.0160.00729.2980.0190.00100.001111.62120.00130.00143.46150.70Y 向地震作用参与振型的有效质量系数精彩文档实用标准文案型号有效质量系数 (%)177.6520.0130.00413.0450.0060.0075.2580.0090.00100.00112.08120.00130.0