摘要
在强震作用下,对建筑结构进行了动力时程分析和静力弹塑性分析比较,研究了高阶振型对结构静力弹塑性分析的影响,完善了振型静力弹塑性方法。
Under severe earthquake, the nonlinear time history analysis and the nonlinear static pushover analysis of a building have been cornpared. Making the model pushover analysis better by considering higher modes influence to the result of the nonlinear static pushover analysis.
出处
《山西建筑》
2007年第4期62-63,共2页
Shanxi Architecture