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：2018
卷号：7
期号：2
页码：1910
DOI：10.15680/IJIRSET.2018.0702087
出版社：S&S Publications
摘要：From the ancient time we know earthquake is a disaster causing occasion. Up to date days constructionsare fitting increasingly narrow and extra inclined to sway and consequently detrimental within the earthquake.Researchers and engineers have worked out within the past to make the constructions as earthquake resistant. Aftermany functional reports it has proven that use of lateral load resisting methods in the constructing configuration hasdrastically increased the performance of the structure in earthquake.In the present analysis, a residential building indifferent shapes i.e., L Shape, Octagon Shape is analysed with a height of 42m, width of the building is taken as 30mthe building is analysed with Steel Bracings at optimum places and finding out the results of displacement in zone 2 &zone 5 in hard soil i.e. Soil-1, Loose soil i.e.,, S-3 a total of 8 models are made for finding the results in static analysisare drawn for each.A commercial package of ETABS 2013 has been utilized for analysing commercial building. Theresult has been compared using tables & graph to find out the most optimized solution. Concluding remark has beenmade on the basis of this analysis & comparison tables.
