The effect of foundation flexibility on the seismic response of reinforced concrete shear walls
عنوان مقاله: The effect of foundation flexibility on the seismic response of reinforced concrete shear walls
شناسه ملی مقاله: SEE06_029
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
شناسه ملی مقاله: SEE06_029
منتشر شده در ششمین کنفرانس بین المللی زلزله شناسی و مهندسی زلزله در سال 1390
مشخصات نویسندگان مقاله:
m Shabdin - faculty of civil and environmental engineering tarbiat modares university tehran
m Soltani Mohammadi - faculty of civil and environmental engineering tarbiat modares university tehran
خلاصه مقاله:
m Shabdin - faculty of civil and environmental engineering tarbiat modares university tehran
m Soltani Mohammadi - faculty of civil and environmental engineering tarbiat modares university tehran
the purpose of this study is to consider the effect of foundation flexibility on the seismic response of reinforced concrete shear walls designed according to displacement based design. For this purpose four shear walls with different heights 4,8,12 and 16 floors have been considered and designed based on the displacement based seismic desing method.
کلمات کلیدی: reinforced concrete wall , displacement based design , foundation flexibility , uplift
صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/114965/