سال انتشار: ۱۳۸۵

محل انتشار: هفتمین کنگره بین المللی مهندسی عمران

تعداد صفحات: ۸

نویسنده(ها):

B.Ebrahimian – Graduate Student
M.Vafaeian – Department of Civil Engineering, Isfahan University of Technology, Isfahan, Iran

چکیده:

The present study , investigates the seisccreponse ofearth dams due to some known earthquakes. To analyze the problem , several two-dimensional numerical analyses are performed based on the finite different method and the Mohr-Coulomb elastic-perfectly plastic constitutive model is taken into account to reflect the soil stress – strain relation. The effect of dam height, type of earthquake spectrum and the soil strength parameters are studied and the results are presented through several diagram.