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Time History Analysis of G+11 Steel Frame Building using Bracing in ETAB Software

Author(s):

Kawale Sagar Tukaram , DIEMS,AURANGABAD; Prof. D. H. Tupe, DIEMS,AURANGABAD; Dr. G. R. Gandhe, DIEMS,AURANGABAD

Keywords:

Time history analysis ETAB 17.01, steel structure, displacement, base shear, pseudo acceleration, bracing systems

Abstract

Lateral stability is important for the steel structures in the seismic zones. Effective way to increase the lateral strength is by means of bracing system. An attempt is made to analyze the effect of seismic force on ‘C’ shape and hollow circular Steel framed high rise building with different bracing system and also to find the best bracing system. The building is modeled and analyzed using ETABS and sections are selected based on their capability to control the maximum lateral storey displacements. The Zone II as per IS 1893-2016 is selected for the study. Analysis is carried out by time history Method. Various parameters such as, displacement and base shear were studied.

Other Details

Paper ID: IJSRDV7I100373
Published in: Volume : 7, Issue : 10
Publication Date: 01/01/2020
Page(s): 293-296

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