期刊名称：International Journal of Innovative Research in Science, Engineering and Technology
印刷版ISSN：2347-6710
电子版ISSN：2319-8753
出版年度：2017
卷号：6
期号：7
页码：14497
DOI：10.15680/IJIRSET.2017.0607268
出版社：S&S Publications
摘要：The main aim of providing base isolation is to decouple the building structure from the damagingcomponents of the earthquake input ground motion, that is, to prevent the superstructure of the building from absorbingthe earthquake energy. In this paper, a ten story building is used to study the top floor absolute acceleration, base shearand lateral displacement of a building isolated with laminated rubber bearing. The nonlinear time history analysis iscarried out using SAP 2000 for both the fixed base and base isolated structure. The structure is subjected to twodifferent ground motion time histories recorded at near fault, the Imperial Valley and Northridge earthquakes. It isobserved that the incorporation of the laminated rubber bearing at the base of the structure reduces the structuraldemand significantly as compared to a fixed base structure.
关键词：Nonlinear time history analysis; Base isolation; Laminated rubber bearing; base shear
