5地震力.docx

PKPM 第 PAGE \* MERGEFORMAT10 页 各振型的地震力(按抗规5.2.5调整前) 说明: 表中力的单位为kN,力矩单位为kN.m 表1 X向地震工况下振型1时地震力 层号Fx(0°)Fy(90°)Mz91.008.30-12.0980.352.75-2.3572.6321.46-34.6762.2217.97-33.6451.8414.69-27.9641.4311.09-21.1930.916.97-13.5220.423.08-5.7010.030.15-0.32 表2 X向地震工况下振型2时地震力 层号Fx(0°)Fy(90°)Mz955.30-12.61-253.26818.44-0.26-67.347147.51-31.75-730.256125.95-25.04-705.545105.43-20.13-586.12481.61-15.14-441.75352.50-9.29-276.92224.34-3.59-114.8311.71-0.13-3.73 表3 X向地震工况下振型3时地震力 层号Fx(0°)Fy(90°)Mz914.234.51305.7483.74-2.9879.24739.5310.53870.16634.977.04841.43530.065.37700.86423.293.98530.13315.282.24334.4627.400.40140.3510.58-0.035.36 表4 X向地震工况下振型4时地震力 层号Fx(0°)Fy(90°)Mz9-0.41-6.225.208-0.12-1.33-0.197-0.63-7.9810.596-0.050.282.7950.507.65-6.9940.8311.44-13.0530.7910.39-13.1520.455.66-7.2210.040.36-0.60 表5 X向地震工况下振型5时地震力 层号Fx(0°)Fy(90°)Mz9-64.5610.19275.048-16.54-0.5858.517-104.5311.68465.916-11.23-1.2443.60580.12-10.97-426.094133.88-15.46-686.643127.18-13.10-634.83272.83-5.54-324.2615.79-0.28-11.49 表6 X向地震工况下振型6时地震力 层号Fx(0°)Fy(90°)Mz9-13.25-4.82-322.108-2.262.02-60.797-19.82-3.07-489.316-2.651.62-61.50515.193.50413.97425.503.63674.55324.652.02628.70214.75-0.60324.8311.38-0.1514.00 表7 X向地震工况下振型7时地震力 层号Fx(0°)Fy(90°)Mz90.092.870.1180.020.150.897-0.07-1.07-3.276-0.11-3.33-1.335-0.06-2.001.6340.051.192.8030.133.271.9120.112.480.4510.010.17-0.14 表8 X向地震工况下振型8时地震力 层号Fx(0°)Fy(90°)Mz956.71-2.32-164.7485.660.45-24.3674.682.26-46.546-72.281.83285.945-67.05-0.80269.6949.44-1.98-50.41376.42-0.95-319.36268.161.25-251.5516.530.19-10.59 表9 X向地震工况下振型9时地震力 层号Fx(0°)Fy(90°)Mz96.100.07171.608-0