Authors :- Parth S.Gandhi.

Volume/Issue:  Volume 2 Issue 7

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This paper is based on the study of pushover analysis on G+4 storey building which also has vertical irregularity of 200% and 300%. In this we are comparing the basic model with vertical irregular models. In this work we are comparing displacement, base shear. Based on that we decide which model is the best model.
Keywords—Pushover analysis, displacement, base shear, performance point.