期刊名称：International Journal of Research in Management, Science & Technology
印刷版ISSN：2321-3264
出版年度：2018
卷号：5
期号：3
页码：21
出版社：Prannath Parnami Institute of Management & Technology, Hisar
摘要：In the RC building, bracing and shear wall techniques are used to provide stiffness, strength and energy dissipation to resist the lateral loads imposed by seismic zone. In this research study demonstrates the optimum analysis of seismic retrofitting in G+5 building with comparison of shear wall and bracing techniques by equivalent static load method with the help ofETABS15software. The structure which is to be analysed is symmetrical G+5 hospital building by shifting III to V seismic zones. Comparison of response of shear wall and bracing system of hospital building will have to be done in future scope of this research work. We have design it for zone III and suddenly seismic zone V was created. All the data required for earthquake resistance structure is to be taken from IS code i.e. IS 1893 (part 1): 2002.The main objective of this study is to check the kind of performance a building can give when designed as per Indian Standards and also to determine the effect of providing shear wall and Bracing to building frame. In order to minimize the damages due to sudden change of seismic zone, bracing are efficient in terms of cost and effectiveness analysis. On the other side bracings can absorb huge degree of energy which is exerted by trembling. Structural performances of both systems are significant, but their effect shows unequal variations and behaviour against earthquake load.
关键词：Shear wall; ETABS; Steel bracing; Seismic load; Optimisation; Linear analysis
