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Seismic Analysis Vs Wind Analysis of Steel Frame Structure using Staad.Pro


Aamir Ayoub , GVIET, Banur; Sameer Malhotra, GVIET, Banur; Himanshu Rao, SVIEt, Banur


Dynamic Seismic Analysis, Wind Analysis, Staad.Pro


Present investigational study reflects the comparison between seismic analysis and wind analysis of 8 story and 12 story building of steel material. The analysis and design of these buildings were done in staad.pro software in order to get the final outcome of the study. The buildings were evaluated in terms of axial force, bending moment, displacement of column. Total quantity and cost of these buildings were also calculated. For 8 story building, type A building produces more displacement (13.233 mm) in column than Type B (9.196 mm). But for 12 Story building, Type D produces more displacement (21.163 mm) than Type C building (21.288 mm). Although the variation in both the displacement is very slight.

Other Details

Paper ID: IJSRDV7I70398
Published in: Volume : 7, Issue : 7
Publication Date: 01/10/2019
Page(s): 630-633

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