A Comparative Study between Pseudostatic and Dynamic Analysis in Seismic Safety for Rock- Fill Dams
published by Aِl-Baath University
in 2016
in
and research's language is
العربية
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Abstract in English
This study aims at conducting a comparative study between the
Pseudostatic Approach that is based on the limit equilibrium theory
and the Dynamic Analysis using to the finite element theory using
Geostudio software.
References used
CANADIAN DAM ASSOCIATION CDA 2007-Dam Safety Guidelines. CDA, Canada, p300
CHIEH, Z and HWANG, R2004-1999 Chi Chi Earthquake of Taiwan. National Taiwan University, Taiwan, p8
INCORPORATED RESEARCH INSTITUTIONFOR SEISMOLOGY IRIS 2015-Map of Faults Around World. IRIS, American United States, p10