A comparative study on seismic fragility assessment of rcc structure with varying soft storey level with and without infill

A. R. Avinash, B. S. Rajeshprasad, Kiran Kamath

Research output: Contribution to journalArticlepeer-review

2 Citations (Scopus)

Abstract

In the present paper, effect of infill on the probability of reaching particular damage state is studied through fragility curves. Structure is modelled without infill and with infill and performance point for these buildings are obtained through pushover analysis. The spectral displacement at a performance point is used to determine the probability of a particular damage state. The study is further extended to understand the effect varying soft storey levels on the fragility assessment.

Original languageEnglish
Pages (from-to)395-403
Number of pages9
JournalInternational Journal of Civil Engineering and Technology
Volume8
Issue number5
Publication statusPublished - 01-01-2017

All Science Journal Classification (ASJC) codes

  • Control and Systems Engineering
  • Civil and Structural Engineering
  • Building and Construction
  • Computer Networks and Communications

Cite this