![]() ![]() ![]() Response spectrum method, Time history method, Multi-storey building Introduction ![]() By comparing the results of dynamic analysis, the performance of the structural system can be evaluated. structure with 3 basements + ground floor + 14 upper floors in zone IV with a maximum earth fill of 750 mm on the ground floor for landscape requirements. The dynamic analysis of multi-storey buildings is done using Etabs 2015 by IS and SP codal provisions (ETABS User’s Manual, 2015). In this paper, for the dynamic analysis, a plan of a multi-storey building is taken and it has been modelled with different structural elements for minimum story displacement. Journal of Industrial Pollution Control Abstract student, School of Mechanical and Building Sciences, VIT University, Chennai, IndiaĢ Structural Engineer, Manish Consultants, Gurgaon, Indiaģ Assistant professor, School of Mechanical and Building Sciences, VIT University, Chennai, India *Corresponding Author: Udaya Bala K E-mail: 17 June, 2017 Accepted 24 November, 2017 Udaya Bala K 1 *, Manish Kumar Gupta 2 and Senthil Pandian M 3ġ P.G. ![]()
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