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.
通过水平加载的墙板单元试验，得到了墙板单元在水平荷载作用下的荷载—侧移曲线，分析了试件高宽比对墙板单元受力性能的影响。
Based on result of lateral actions test, gives load-deflection curves for infilled frames. Influence of aspect ratio on response of infilled frames is analyzed.
结构的目标位移根据其性能水平确定，并用假定的侧移模式给予修正。
The target displacement is determined according to the corresponding performance level, and the lateral displacement curve is modified by the assumed lateral displacement mode.
采用底部剪力法和分层法对框架竖向、横向水平荷载作用下的内力和侧移进行计算。
The bottom shear method and the method of vertical, layered framework lateral loads of internal force and lateral to calculate.
先施加水平荷载再施加竖向荷载时，竖向荷载不再起到减小水平荷载作用下桩顶侧移的作用。
The vertical load did not help to reduce the lateral displacement at the pile top anymore when it was applied after the lateral load.
先施加水平荷载再施加竖向荷载时，竖向荷载不再起到减小水平荷载作用下桩顶侧移的作用。
The vertical load did not help to reduce the lateral displacement at the pile top anymore when it was applied after the lateral load.
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