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Abstract
In the last few decades, it is observed that buildings designed using codal procedure of seismic design, doesn’t achieve its best performance during earthquake. So, performance based seismic design(PBSD) philosophy comes into picture to improve performance of building during earthquake. The concept of PBSD is to provide engineers capability to design buildings that have reliable performance duringearthquake. There are two methods, pushover analysis and inelastic time history, used to evaluate the performance of buildings.
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