竖向地震对建筑结构抗震性能的影响研究(英文)The Influence of Vertical Earthquake Excitation on Earthquake Resistance Behavior of Buildings
阿肯江·托呼提
摘要(Abstract)：
应用弹塑性时程分析方法研究了组合墙结构在竖向和水平地震共同作用下的抗震性能.研究结果表明结构的最大层间位移由于受到竖向地震的影响有向结构中部转移的趋势.而且,层间位移增大.
关键词(KeyWords)： 竖向地震作用;抗震性能;弹塑性时程分析方法
基金项目(Foundation):
作者(Author): 阿肯江·托呼提
参考文献(References)：
- [1]R.W.Clough,J.Penzien.Dynamics ofStructures[M].MC Graw-Hill inc,1975.
- [2]OscarA Lopes,gravity load and vertical ground motion effecton earthquake response of simple yielding systems[J].Journal ofEngineeringMechanicsDivi-sion,EM4ASCE,1979,(2):19-32.
- [3]DuLixiu.Summary on the elastic-plastic seismic responsibility references about reinforced concrete building[J].World earthquake engineering,1990(4):1-7.
- [4]ZhaoXian.High-rise buildings was analyzed by use of time history dynamics method under the vertical earthquakeexcitation[J].Journal of building structures,1994(3):2-10.
- [5]LiuJi,HeLiming,YuShihe.The study on the building structures acted on vertical earthquake excitation[J].JournalofHarbing civil engineering college,1990(4):1-4.