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seismic fragility analysis of a pile -supported wharf

عنوان مقاله: seismic fragility analysis of a pile -supported wharf
شناسه ملی مقاله: CESCM03_126
منتشر شده در سومین کنفرانس ملی زلزله و سازه در سال 1391
مشخصات نویسندگان مقاله:

hamid heidary torkanani - university of tehran
khosrow bargi - professor
rouhollah amirabadi - phd. Student

خلاصه 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 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.

کلمات کلیدی:
fragility curve,incremental dynamic analysis , pile-supported wharves,seismic vulnerability

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/184584/