سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۷

نویسنده(ها):

m.a Rahgozar – Department of Civil Engineering, University of Isfahan, Isfahan, Iran
a Jafari Jebelli – Department of Civil Engineering, Azad University, Najaf Abad, Iran

چکیده:

ground motion tend to amplify as they propagate through different soil layers and reach to ground surface . Depending on the depth and type of foundation soil building structures on the ground will have different responses to that mtion as opposed to when they are mounted on bedrock this motion amplification also depends on the frequency content of the earhquake.