Collapse Fragility Evaluation of Steel Frame Structure – A Review

Abstract

This paper analyses the technique like response history analysis, time history analysis and pushover analysis for performance based design of moment resisting steel framed structure as per IS 1893-2002 subjected to earthquake loading. For this, a two bay four storied moment resisting frame is designed for forces/loads according to IS 875 (seismic zone III).There different past recorded earthquake are used for time history analysis and staad pro software is used for modeling and analysis.

Authors and Affiliations

Ashitha. P. , Geetha. P. R

Keywords

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  • EP ID EP24048
  • DOI -
  • Views 290
  • Downloads 8

How To Cite

Ashitha. P. , Geetha. P. R (2017). Collapse Fragility Evaluation of Steel Frame Structure – A Review. International Journal for Research in Applied Science and Engineering Technology (IJRASET), 5(5), -. https://europub.co.uk/articles/-A-24048