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Analysis and Design of Multi Storied Building Subjected to Seismic Loading Using Composite and RCC Structures
Abstract
In this study an attempt has been made to analyze, design, and compare seismic performance of six story (G+5) RCC and Composite Institutional building situated in seismic zone IV. Equivalent static method is preferred for seismic analysis and ETABS is used for modelling, analyzing and designing the structures. Analytical results are compared to achieve the most suitable resisting system and economic structure against the seismic forces. On the basis of analysis, design and comparison it is proved that steel concrete composite building is better option
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