Fragility Curves Derivation for a Pile-Supported Wharf
محل انتشار: مجله بین المللی فناوری دریایی، دوره: 1، شماره: 1
سال انتشار: 1392
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 108
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شناسه ملی سند علمی:
JR_IJMTE-1-1_001
تاریخ نمایه سازی: 24 بهمن 1400
چکیده مقاله:
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 FLAC۲D 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.
کلیدواژه ها:
نویسندگان
Hamid Heidary Torkamani
Civil Engineering Department, School of Civil Engineering, College of Engineering, University of Tehran
Khosrow Bargi
Civil Engineering Department, School of Civil Engineering, College of Engineering, University of Tehran
Rouhollah Amirabadi
Civil Engineering Department, School of Civil Engineering, College of Engineering, University of Tehran