Fragility Analysis of Reinforced Concrete Buildings with Multiple Irregularities A Review

Author(s):

Polinati Sahithi Priyanka , MAHARAJ VIJAYARAM GAJAPATHIRAJ COLLEGE OF ENGINEERING (AUTONOMOUS); S Siva Bhanu Sai Kumar, MAHARAJ VIJAYARAM GAJAPATHIRAJ COLLEGE OF ENGINEERING (A)

Keywords:

Fragility curves, Irregularities, SAP2000, Non-linear static analysis, Probability of damage state

Abstract:

In the seismic analysis of a structure, fragility analysis helps to reduce the damage and risk of life. In this analysis the Non- linear static analysis is carried out for the RC frames with and without stiffness irregularity. Non- linear pushover analysis is carried out and performance point was found out subsequently fragility curves are developed probability of damage and spectral displacement. By developing the fragility curves the probability of damage is estimated so that in such a way that the probability of damage can be reduced. This paper deals with the literature review of different authors on fragility analysis, irregularities of the buildings. The object of this to estimate the probability using fragility curves for S+6 storey building for both geometric, with and without stiffness irregularity frames.

Other Details:

Manuscript Id	:	IJSTEV6I2011
Published in	:	Volume : 6, Issue : 2
Publication Date	:	01/09/2019
Page(s)	:	7-8

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