Seismic Analysis of a G+11 Storey Building Considering Seismic Load As Per Live Data Using ETABS

Abstract

Buildings must be able to safely withstand any significant ground motions that could happen during construction or regular operation in order to be considered earthquake resistant. The impacts that ground motions have on structural reactions, however, are special. The time-history analysis is the analytical method that is most accurate for structures that are subjected to severe ground vibrations. 
To illustrate the overall effects of the RCC frame building, a model was made. In seismic zone II, four G+11 concrete planar frames with four bays in each of the X and Y directions were built in accordance with Indian codes. Each frame is subjected to five unique loading situations. Pushover analysis is used to evaluate the different frames after they have been created with varied elevational irregularities but the same loading conditions. The outcomes of each frame are compared. The outcome consists of a pushover curve between base shear and displacement as well as capacity spectrum, which are performed and evaluated for each frame. 
This study used STAAD.Pro v8i to analyse the non-linear response of RCC frames under stress with the aim of determining the relative weights of various parameters in the non-linear analysis of RCC frames in seismic zone II, taking into account comparisons of the case with bare frame and infill wall.