工程结构采用了框架-剪力墙体系。
本文研究的重点是槽钢剪力连接件。
The research emphasis of this paper is on channel shear connectors.
给出了短肢剪力墙的定义及判别方法。
In this paper, the definition and distinguish of short piers shear wall are given.
结构高度对中断剪力墙高度的影响较小。
The height of the structure has small influences to the interruptable shear wall height.
能量变分法是求解剪力滞问题的一个有效方法。
Energy variation principle is a good method to solve the shear lag effect.
梁板结构截面的剪力滞问题是一个比较复杂的问题。
The question of spear lag of beam plated construction is very complicated.
与此同时，研究剪力和裂隙压力对尺度效应的影响。
Meanwhile, influence of shear force and fracture pressure on scale effect were presented.
文中还对板的剪力破坏形态和工作宽度进行了论述。
Besides, other mechanical behaviours of the slabs are also discussed in the paper.
任意荷载的作用含反对称荷载分量的图乘剪力的作用。
For any load the function from load is in multiplication shear force by antisymmetry load.
连梁在框架-剪力墙结构中，也是很重要的一个构件。
Tie beam is an important element in frame-shear wall structure.
短肢剪力墙结构体系兼有框架结构和剪力墙结构的优点。
Short-leg shear wall structure system has the advantages of frame structure and shear wall structure.
在这些桥梁的设计中，设计人员必须考虑剪力滞效应的影响。
In the design of these Bridges, the designer must consider the effect of shear lag.
框支剪力墙结构体系是将框架结构和剪力墙结构相结合的产物。
The frame-supported shear wall structure is a combination of frame and shear wall.
首次进行了带钢筋暗支撑一字形截面短肢剪力墙抗震性能试验研究。
Seismic performance experimental research on I-shaped short pier shear wall is done first.
首次进行了带钢筋暗支撑一字形截面短肢剪力墙抗震性能试验研究。
Seismic performance experimental research on I-shaped short pier shear wall is done first.
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