摘要
在强震作用下 ,对高层建筑结构的非线性进行了分析 .详细讨论了时程分析法 ,Pushover方法等弹塑性方法的利弊 ,通过一算例对几种方法进行了比较 ,完善和发展了MPA方法 。
Under severe earthquake,the inelastic analysis of the tall building have prcactical and theoreticl significance.In this paper,several nonlinear analyses have been compared through an example,the advantages and disadvantages of these have been stated in detail.
出处
《湖南文理学院学报（自然科学版）》
CAS
2004年第1期57-59,共3页
Journal of Hunan University of Arts and Science(Science and Technology)
