摘要
本文应用位移法推出高层结构双肢剪力墙的求解方法,并用传统的力法求解结果加以证明。用位移法不仅只求解于此,同样适于求解框剪、多肢剪力墙等结构。
In this paper,it was analysed with the stiffness method that the analysis method of couple shear wall for high-rise building structure,and it was confirmed by the flexibilily method,the stiffness method be suitable to analyse not only this but also anotner struelure of the frame shear wall.pierced shear wall and soon.
出处
《包头钢铁学院学报》
1990年第1期87-93,共7页
Journal of Baotou University of Iron and Steel Technology
