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The earthquake occurs due to severe seismic in a particular region and causes devastation and havoc to human life. So, there is a need to assess vulnerability characteristics of the structures which are located in severe seismic regions. In this present work,seismic performance of stiffness irregular structure was studied by using the response spectrum method as per IS 1893 (Part 1) 2002. And the performance of structures with shear wall and bracings placed in the least lateral stiffness direction was studied. From the present study by comparing the seismic performance of the conventional structureand structure with shear wall/bracing it can be concluded that performance of RC frames with stiffness irregularity is more vulnerable than that of RC frames with shear wall/bracings in place. Also, RC frames with shear wall have reduced the seismic impact more than RC frames with bracings.

Seismic analysis of Reinforced concrete frames with stiffness irregularity