基于能力谱法、能量法和时程分析的框架结构地震响应分析  

Seismic Response Analysis of Frame Structure Based on CapacitySpectrum Method Energy Method and Time History Analysis Method

作　　者：倪慧敏 焦广 王斓 Ni Huimin;Jiao Guang;Wang Lan(Taixing Branch of Jiangsu United Polytechnic,Taixing 225400)

机构地区：[1]江苏联合职业技术学院泰兴分院,江苏泰兴225400

出　　处：《中阿科技论坛（中英文）》2020年第3期54-56,共3页China-Arab States Science and Technology Forum

摘　　要：本文对两个层高不同的框架结构的地震响应采用能力谱法、能量法和时程分析法分析并进行比较。对于不同的地震波,能量法的地震响应曲线包络了能力谱法和时程分析的结果,能够较准确地预测结构在地震作用下的响应值。In this paper,the seismic response value of two frame structures with different story heights are compared and analyzed by capacity spectrum method,energy method and time history analysis method.For different seismic waves,the seismic response curve of energy method covers the results of capacity spectrum method and time history analysis method,it can accurately predict the seismic response value of the structure.

关 键 词：能力谱法 能量法 时程分析 

分 类 号：TV672.3[水利工程—水利水电工程]