Progressive Collapse Analysis of G+10 RCC Building

Abstract

This study important of the progressive collapse that final damage of the structure is not similar as the initial collapse of structure. The key parameters used story displacement in eleven-storey building of regular shape that has modelled and analyzed by the ETABS 2018 software by using the Indian standard codes. Then for the calculation of progressive collapse we use U.S General Service Administration (GSA 2016) guidelines. The demand capacity ratio (DCR) values of the neighboring member are taken into account after the damage the DCR values for regular structure must be with in (2). In this study the progressive collapse is considered in three different cases that is at corner, interior and at exterior columns.