研究了钢筋混凝土框架结构层水平承载力和层抗侧移刚度的关系。
For the reinforced concrete frame structures, the relationship between the story lateral stiffness and lateral load-bearing capacity is studied.
在水平荷载作用下，建筑结构的侧移曲线分为剪切型和弯曲型两种。
With the horizontal load, the lateral displacement curve of the structure is divided to shearing type and bending type .
介绍一个在水平力作用下，框架侧移新的近似计算方法。
A new approximate method, a - value method, for calculating sidesway of frames subjected to horizontal external forces is presented.
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