Main purpose of this thesis is to analysis and discuss Comparative Study of Equivalent Static Force Method and Time History Analysis. Thesis focus also the Equivalent Static Force Method and Time History Analysis in light of BNBC and check their incorporation of ETABS software. Now-a-days, different type of software is used to both static and dynamic analyses which help to perform easy analysis of the structure. Finally formulate to study the effect of partition walls in generating base shear distribution.
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