In basement areas, columns are at 8 × 8 m grid
The grid of 10.4 × 10.4 m having square and rectangle For the study, the multi-storeyīuilding is being designed to resist almost all the Multi-storey building, static analysis, designing andĭynamic analysis. The methodology followed inĮtabs for the analysis is as follows modelling of the Paper Etabs is used for the dynamic analysis of the
Staad pro dynamic analysis software#
Software which is presently using by many companiesĪnd Structural Engineers for their projects. The dynamic analysis can be done by soft wares likeĮtabs, Staad Pro, and SAP. Only by introducing dynamic analysis in the design. Which is increasing its influence and can be achieved The damageĬontrol is one of important design considerations One of the effective procedures for evaluating the Method ultimately leads to the results which are farĪway from the correct results. High rise structures as the improper selection of the This is very important when they are dealing with The one of the most sensitive issues that the StructuralĮngineers face is the selection of proper procedure forĮstimating the seismic performance of the structure. 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 Received 17 June, 2017 Accepted 24 November, 2017 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 DYNAMIC ANALYSIS OF MULTI-STOREY BUILDING Udaya Bala K 1 *, Manish Kumar Gupta 2 and Senthil Pandian M 3ġ P.G.