Pushover Analysis of RCC structure with different shape of column having constant cross-sectional area:- A review

Sonam Bhadoria, J N Vyas

Abstract


In India, seismic study of Reinforced concrete structure couldn’t be done because of lack of theoretical and practical studies in engineers and researchers. So, in this review paper we studied about the performance based analysis of reinforced concrete structure according to IS 1893:2002. We studied the RCC structure with constant cross-sectional area of column with different shape in horizontal direction using SAP 2000 software. The behaviour of RCC structure under the action of seismic effect, could suffer a considerable degree of freedom in the direction of Seismic load.

The performance based (pushover analysis) study of RCC structure shows more accurate result against the lateral loading based on ATC-40 and FEMA-356 depends on ductility of steel confinement in column and non-linear performance of material to show plastic rotation of components of the structure.


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