Effect of aftershock intensity on seismic collapse fragilities
Document Type
Article
Publication Date
1-1-2014
Abstract
Copyright © 2014 Inderscience Enterprises Ltd. This paper presents a procedure to compute the sensitivity of a mainshock (MS)-damaged building's collapse probability to earthquake intensity as a function of magnitude or site-to-source distance. Specifically, the effect of earthquake magnitude and spatial distribution of aftershocks on collapse fragilities is investigated. Aftershock (AS) fragilities for different siteto-source distances are examined by performing incremental dynamic analysis (IDA) using a sequence of MS+AS ground motions. The effect of MS damage is to alter the fragilities which can be quantified for the building investigated. It is observed that the collapse fragilities have a reasonable variation in collapse probabilities with changing AS magnitude and/or site-to-source distance.
Publication Title
International Journal of Reliability and Safety
Recommended Citation
Nazari, N.,
Van De Lindt, J.,
&
Li, Y.
(2014).
Effect of aftershock intensity on seismic collapse fragilities.
International Journal of Reliability and Safety,
8(2-4), 174-195.
http://doi.org/10.1504/IJRS.2014.069526
Retrieved from: https://digitalcommons.mtu.edu/michigantech-p/13440