Dynamic Analysis of Podium Structure with Time History Function

During past earthquakes many of the buildings were collapsed due to failure of vertical members. Therefore, it is necessary to understand vertical member with their both static and dynamic analysis so as to sustain the design earthquake without failure. Podium is one of multi storey structure for the purpose of commercial or residential and so on. In present study 4 models of among them two are podium and remaining their normal structure. All Structure analyzed with Both the Static and Dynamic analysis as well as 3 different time history, which is Bhuj, chamoli and Uttarkashi earthquake. Analysis was carried out using ETABSv16. Base shear, Storey Stiffness, Short column effect carried out in present study and also compare with their normal structure. Here we are taking response spectrum analysis for the dynamic analysis. In results we found that were the stiffness changes in podium structure where Bending moment and shear force suddenly increase, normal structure has no such a problem.