资源描述：
《《结构的周期》word版》由会员上传分享，免费在线阅读，更多相关内容在应用文档-天天文库。
1、----------------------------------------------------------------------
2、
3、
4、TAT结构的周期、振型和各层地震力、位移输出文件
5、
6、TAT-P.OUT
7、
8、
9、----------------------------------------------------------------------
10、
11、
12、工程项目：设计人：
13、
14、项目编号：审核人：计算日期：2011/5/24
15、----------------------------------------------------------------------**
16、********************************************************************======================================================================层模型耦联振动周期(秒)======================================================================振型号周期方向角平动比例转动比例(s)(rad)H%(X,Y)T%10.940787.360.87(0.00,0.87)0.1320.8981
17、176.061.00(0.99,0.00)0.0030.845977.070.13(0.01,0.12)0.8740.278687.760.88(0.00,0.88)0.1250.2647176.220.99(0.99,0.00)0.0160.251374.870.12(0.01,0.11)0.8870.141786.360.84(0.00,0.84)0.1680.1369175.621.00(0.99,0.01)0.0090.127581.720.16(0.00,0.16)0.84100.087886.860.85(0.00,0.84)0.15110.0851176.351
18、.00(1.00,0.00)0.00120.078983.540.15(0.00,0.15)0.85130.064086.820.83(0.00,0.83)0.17140.0624176.671.00(1.00,0.00)0.00150.057285.920.17(0.00,0.17)0.83结构最不利振动方向角:Angle=78.284(度)======================================================================X向各振型的基底剪力振型号基底剪力13.0421709.35311.8340.205136.95
19、61.1270.07820.3090.06100.01113.32120.01130.00140.52150.00X向地震有效质量系数：Cmass-x=100.00%======================================================================结构各层地震力、剪力、弯矩(用CQC方法组合)----------------------------------------------------------------------层号塔号X向地震力X向地震剪力X向地震弯矩层剪重比(%)(kN)(kN)(kN-m)515
20、13.64513.641695.033.34241401.52906.844679.923.15031359.701240.768744.592.94021311.411508.3213661.282.72611276.981726.9823539.382.476======================================================================Y向各振型的基底剪力振型号基底剪力11434.5028.063221.184134.3450.67617.62717.9180.1393.70103.08110.02120.64
21、130.47140.00150.10Y向地震有效质量系数：Cmass-y=100.00%======================================================================结构各层地震力、剪力、弯矩(用CQC方法组合)----------------------------------------------------------------------层号塔号Y向地震力Y向地震剪力Y向地震弯矩层剪重比(%)(kN)(kN)(kN-m)51477
