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Heidary Torkamani H, Bargi K, Amirabadi R. Fragility Curves Derivation for a Pile-Supported Wharf. ijmt 2013; 1 :1-10
URL: http://ijmt.ir/article-1-211-en.html
Fragility Curves Derivation for a Pile-Supported Wharf
Hamid Heidary Torkamani * 1, Khosrow Bargi1 , Rouhollah Amirabadi1
1- Civil Engineering Department, School of Civil Engineering, College of Engineering, University of Tehran
Abstract:   (22297 Views)
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 evaluation of a structure. The software FLAC2D was used to simulate the seismic performance of the wharf structure. Using eight time history records, occurred in past, as seismic loading, incremental dynamic analysis (IDA) was applied for seismic demand estimation. Based on the resulted seismic response matrix the analytical fragility curves were developed. As a prevailing tool, adopted fragility curves are useful for seismic risk assessment. They can also be used to optimize wharf-retrofit methods.
Keywords: Fragility curve, Incremental dynamic analysis, Pile–supported wharves, Seismic Vulnerability
Full-Text [PDF 3236 kb]   (6612 Downloads)    
Type of Study: Research Paper |
Received: 2012/09/30 | Accepted: 2013/04/27
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International Journal of Maritime Technology is licensed under a

Creative Commons Attribution-NonCommercial 4.0 International License.