Fragility Curves Derivation for a Pile-Supported Wharf

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.

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