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Seismic Vulnerability Assessment Of Rc Buildings With Shear Wall

Reinforced concrete multi-storied buildings are very complex to model as structural systems for analysis. The current version of the IS: 1893-2002 requires that practically all multi-storeyed buildings be analyzed as three-dimensional systems. This is due to the fact that the buildings have generally irregularities in plan or elevation or in both. Seismic codes distinguish between regular and irregular configurations, and it is the latter that the irregularity may have a detrimental influence on the effectiveness and on the building seismic performance itself. The present analytical investigation proposes, discusses, and highlights the seismic performance of RC (Reinforced Concrete) buildings having dual system with emphasis on various case studies. The study includes seismic vulnerability assessment of RC buildings without shear wall, with shear wall at centre, shear wall at diagonal corners, shear wall at mid along X-direction, and shear wall at mid along Y-direction, lastly shear wall at mid along X&Y-directions.