Seismic Analysis of Different RCC Multistorey Structure by Considering Plain and Composite Shear Wall

Civil

Developments made of shear wall are high in quality, they significantly oppose the seismic power, wind powers and even can be based on soils of feeble bases by embracing various ground change methods. In recent decades, shear walls and shell structures are the most appropriate structural forms, which have caused the height of concrete buildings to be soared. So, recent RC tall buildings would have more complicated structural behavior than before. The shear wall arrangement is one of the most regularly used lateral load resisting, system in multistorey building structure. The present work, concern of three types of the structure i.e. without shear wall, plain shear wall and composite shear wall and present the results with different multistorey structure. The composite shear wall consists of a steel boundary frame attached to one side of the concrete shear wall. For seismic analysis response spectrum method has been used in STAAD.Pro software. In this work, it has been shows after comparing all types of structure where considered composite shear wall in different locations, all are under design consideration by giving efficient results like base shear wall and lateral deflection, but the less and minimum value is found in composite shear wall at location 4 (composite shear wall at the corners).

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