行波效应对双塔楼结构抗震设计的影响  

The Impact of Travelling Wave Excitation on Seismic Design of Twin-Towers Structures

作　　者：楼梦麟[1] 张喜[1] 

机构地区：[1]同济大学土木工程防灾国家重点实验室,上海200092

出　　处：《结构工程师》2011年第3期67-74,共8页Structural Engineers

基　　金：科技部国家重点实验室基础研究资助项目(SLDRCE08-A-07)

摘　　要：以北京LG大厦为例,讨论了双塔结构多维地震动的行波激励效应对结构抗震设计值的影响。首先进行了结构静力荷载作用下的反应分析,并与结构在一致激励下的地震反应相组合,得到一致地震作用下结构抗震设计值;然后进行结构行波输入下的地震反应分析,将其与静力反应组合得到行波地震激励下结构抗震设计值。考察在一致输入和行波输入下得出的抗震设计值之间的差异,分析了不同的地震激励方式对结构抗震设计值的影响。Taking Beijing LG Building as an example,the effect of multi-dimensional travelling wave excitation on seismic design value of twin-towers structures is discussed.First,the static response of the structure is analyzed and then combined with the seismic response of the structure under the uniform excitation to obtain the seismic design values of the structure.Second,the seismic response analysis of the structure under travelling wave excitation is carried out and then combined with its static response to obtain the seismic design value of the structure under the travelling wave excitation.The influence of the different types of seismic excitations on the seismic design value of the structure is analyzed by comparing the difference of the seismic design values obtained from two types of seismic excitations.

关 键 词：双塔楼结构 多维地震 一致激励 行波激励 时程分析 抗震设计 

分 类 号：TU347[建筑科学—结构工程] TU352.11