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带地下室高层结构在地震作用下的时程分析
引用本文:程志辉,李晓敏.带地下室高层结构在地震作用下的时程分析[J].工程抗震与加固改造,2005,27(5):12-15.
作者姓名:程志辉  李晓敏
作者单位:华南理工大学 广东广州510641 (程志辉),华南理工大学 广东广州510641(李晓敏)
摘    要:建立了带地下室高层结构在多支座干扰条件下的动力计算模型,编制了相应的时程分析程序,对地下室底板和顶板同时输入地震激励,考察了结构的动力反应并与惯常采用的单支座干扰时程分析结果进行了比较。

关 键 词:带地下室高层结构  多支座干扰  时程分析
文章编号:1002-8412(2005)05-0012-04
收稿时间:03 24 2005 12:00AM
修稿时间:2005年3月24日

Time-history Analysis of High-rise Building Structures with Basement Under Earthquake
Cheng Zhi-hui,Li Xiao-min.Time-history Analysis of High-rise Building Structures with Basement Under Earthquake[J].Earthquake Resistant Engineering and Retrofitting,2005,27(5):12-15.
Authors:Cheng Zhi-hui  Li Xiao-min
Affiliation:South China University of Technology, Guangzhou 510641, China
Abstract:The dynamic models of high-rise building structures with basement under the disturbances of multi-support are established and corresponding time-history analysis programs are compiled.By importing of seismic excitation to the bottom and roof of the basement simultaneously,the dynamic responses of the structure are studied and compared with the results of time-history analysis under single support-disturbance.
Keywords:high-rise building structures with basement  disturbances of multi-support  time-history analysis
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