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：6
页码：9694
DOI：10.15680/IJIRSET.2015.0506027
出版社：S&S Publications
摘要：The current study deals with the analysis of the seismic behaviour of multi storey buildings and effect ofbrick elemental properties on static pushover analysis of multi storey frame.Three basic multi storey models were chosen- 5 storey, 10 storey and 15 storey buildings. Analysis was carried outconsidering both 2D and 3D frames. For each model, four types of brick elemental properties were further considered,which include- Shell, Membrane, Plate and Thick Plate. Also, analysis was done for different wall thickness in eachcase i.e.- 150mm and 230 mm.Static pushover analysis was done for the models using ETABS 9.7.4 and the Pushover curves were obtained. Thestudy compared the results of seismic performance of multi storey frames for different brick elemental properties.Tables containing the results of pushover analysis, which included the number of hinge steps, displacement values,Base shear values, Collapse prevention, Immediateoccupancy, Life safety were obtained, for each case.The different results for different brick elemental properties and wall thickness were tabulated and compared. Theprimary objective of the study is to determine which brick elemental property is adequate and ideal comparatively. Thecomparison is based on the base shear value obtained for different cases, (maximum value ideal) and also thedisplacement values.
关键词：Pushover analysis; base shear; displacement; storey drift; Plastic hinges.
