سال انتشار: ۱۳۹۰

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

تعداد صفحات: ۸

نویسنده(ها):

f Goktepe – Department of Civil Engineering, Sakarya University, Sakarya, Turkey
H. S. Kuyuk – Earthquake Research Institute, The University of Tokyo, Tokyo, Japan
e Celebi – Department of Civil Engineering, Sakarya University, Sakarya, Turkey

چکیده:

In this paper a concrete block artificial bedrock as a wave impending barrier WIB is proposed to reduce the acceleration response of buried pipeline when applied underneath of trench . Its computational work for various thicknesses as numerical simulation is performed by employing 2-D finite element FE analysis , the soil un-drained FE mohr-coulomb model was defined as semi-infinite medium by using absorbent boundaries.