STOCHASTIC VS. DETERMINISTIC ANALYSIS IN EARTHQUAKE GEOTECHNICS
عنوان مقاله: STOCHASTIC VS. DETERMINISTIC ANALYSIS IN EARTHQUAKE GEOTECHNICS
شناسه ملی مقاله: SEE06_426
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_426
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
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
خلاصه مقاله:
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
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
کلمات کلیدی: seismic wave propagation, inherent variability , shear modulus , monte carlo simulation , natural alluvial deposits
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/115362/