Seismic Analysis of 10 Storey Building For Fixed and Flexible Base with and Without Bracing

Structural failures during earthquakes in the past demonstrated the importance of soil-structure interaction (SSI) effects and its consideration to avoid failure and ensure safety. Various influential parameters have identified and the effect of the same on change in different parameters has to be studied. The present study focuses on seismic analysis of 10 storey building for different parameters of bare and infill frame with fixed and flexible base for different soil conditions like very soft, soft, medium, sandy and hard strata also the effect of bracing.