2D NONLINEAR ANALYSIS OF CONCRETE GRAVITY DAMS DUE TO FOUNDATION FAULT MOVEMENT
عنوان مقاله: 2D NONLINEAR ANALYSIS OF CONCRETE GRAVITY DAMS DUE TO FOUNDATION FAULT MOVEMENT
شناسه ملی مقاله: SEE06_031
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_031
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
z Karimi - Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
m Ghaemian - Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
خلاصه مقاله:
z Karimi - Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
m Ghaemian - Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
generally concrete dams have not been sited at location where there were faults classified as active . However there may be sites suitable for concrete dams where there is some possibility of fault displacement occurring underneath the dam. Nonlinear analyses and criteria will be required to assess the capability of concrete dams to safely withstand fault displacements in this study nonlinear response ot the concrete gravity dam due to relative fault dislocation occurring in foundation beneath the dam has been assessed.
کلمات کلیدی: concrete gravity dam , nonlinear response , foundation fault movement , finite element method, dam-foundation - reservoir interaction
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/114967/