سال انتشار: ۱۳۹۰

محل انتشار: ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله

تعداد صفحات: ۷

نویسنده(ها):

Hesam Behjati – Graduate Student in Geotechnical Engineering, Shahid Bahonar University of Kerman, Kerman, Iran
Mohammad. H. Bagheripour – Assistant Professor, Civil Engineering Department, Shahid Bahonar University of Kerman, Kerman

چکیده:

reliability analysis is a useful and comprehensive approach for estimation of liquefaction potential in soil layers . The most commonly used methods in reliability analysis are first order second moment FOSM and hasofer& lind approaches . These methods are based on some simplified assumptions such as the use of a linear performance function or the numerical estimation which often lead to less accurate results.