سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

a Alinejad Taheri – M.Sc student, Faculty of Engineering, Guilan University, Rasht, Iran
r Jamshidi Chenari – Assistant Professor, Faculty of Engineering, Guilan University, Rasht, Iran

چکیده:

stiffness of natural soil deposits represented by shear modulus is the most important property for evaluating the dynamic responses of soil structures at different sites . Seismic waves filtered as they pass through soil layers from bedrock to surface change frequencies and amplitudes and these modifications result in different ground motion charateristics