The Dynamic analysis for 5 Storey RC Structure with various seismic intensities are carried out in the present work. SAP 2000 Software considered the structure for modeling. Six ground acceleration for various intensities on MMI Scale to relate seismic response and seismic intensities. In the result, similar variation in storey displacement and base shear with intensities V, VI, VII, VIII, IX and X was witnessed. Through this we can conclude that RC Building using Time History analysis is essential to know if the structure is safe against seismic force or not.
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