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：2016
卷号：5
期号：10
页码：17852
DOI：10.15680/IJIRSET.2016.0510080
出版社：S&S Publications
摘要：Shear wall systems are one of the most commonly used lateral load resisting systems in buildings. Shearwalls are one of the most efficient lateral force resisting elements in buildings. In the seismic design of buildings,reinforced concrete structural walls, or shear walls, act as major earthquake resisting members. Shear walls have veryhigh in plane stiffness and strength, which can be used to simultaneously resist large horizontal loads and supportgravity loads, making them quite advantageous in many structural engineering applications. They are mainly flexuralmembers and usually provided in buildings to avoid the total collapse of the buildings under seismic forces.Theproperties of these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluatethe seismic response of the walls appropriately. The scope of present work is to study the effect of seismic loading onplacement of shear wall in building at different alternative location.Effectiveness of shear wall has been studied withthe help of five different models. Model one is bare frame structural system and other four models have differentarrangements of shear wall.Response spectrum and time history method are used for analysis in SAP2000 software andstructure was assumed to be situated in zone II. From analysis some parameter are determine like base shear, storeydrift and displacement of a structure.
关键词：Bare frame; Response spectrum; Shear wall; Time history analysis
