Published in: Third National Conference on Earthquake and Structure
COI code: CESCM03_126
Paper Language: English
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Authors seismic fragility analysis of a pile -supported wharfhamid heidary torkanani - university of tehran
khosrow bargi - professor
rouhollah amirabadi - phd. Student
Abstract:this study aims to develop seismic fragility curves for a typical pile -supported wharf. Fragility curve is one of the popular tools in seismic performance eveluation of a structure the software FLAC2D was used to simulate the seismic performance of wharf by using eight historical time history records as seismic loading incremental dynamci analysis was used to seismic demand estimation based on the resulted seismic response matrix the analytical fragility curves were developed.
Keywords:fragility curve,incremental dynamic analysis , pile-supported wharves,seismic vulnerability
COI code: CESCM03_126
how to cite to this paper:If you want to refer to this article in your research, you can easily use the following in the resources and references section:
heidary torkanani, hamid; khosrow bargi & rouhollah amirabadi, 2012, seismic fragility analysis of a pile -supported wharf, Third National Conference on Earthquake and Structure, كرمان, پژوهشكده زلزله و سوانح طبيعي جهاد دانشگاهي استان كرمان, https://www.civilica.com/Paper-CESCM03-CESCM03_126.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (heidary torkanani, hamid; khosrow bargi & rouhollah amirabadi, 2012)
Second and more: (heidary torkanani; bargi & amirabadi, 2012)
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The University/Research Center Information:
Type: state university
Paper No.: 55516
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