اطلاعات مقالهبازگشت به جستجو
عنوان مقاله:The effect of foundation flexibility on the seismic response of reinforced concrete shear walls
نوع ارائه:-
زبان مقاله:انگلیسی
تعداد صفخات:8
حجم فایل:926.34 كيلوبايت
زبان مقاله:انگلیسی
تعداد صفخات:8
حجم فایل:926.34 كيلوبايت
نمایش چکیده مقاله
The effect of foundation flexibility on the seismic response of reinforced concrete shear walls
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]
چکیده مقاله:
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