Short-limbed wall (SLW) is an intergradation of structure style between erose-section-column frame and conventional shear wall structure.

短肢剪力墙是介于异形框架柱和一般剪力墙之间一种建筑结构体系，这种结构形式能使建筑取得良好功能效果。

The I type shear blocks dowelled bidirectional hollow plates (I SBDBHPs) are the most widely used.

剪力键式双向空心大Ⅰ（简称Ⅰ空心大），是该类空心大使用最多一种。

Lastly, by using the FORTRAN language, the thesis compiles the program of the stiffness optimization process of short-leg shear wall-corewall structure.

最后运用FORTRAN语制了短肢剪力墙-核心筒结构剪力墙刚度优化程序。

Disposing welding section steel cross bridging in the slab-column system is a good means to avoid disposing abaci and elevating shear resistance.

合理设置钢剪力架是避免设置柱帽和托,同时有效提高柱节点抗冲切承载力最受欢迎有效手段。

This paper introduces calculation of bolt connectin supported by eccentric sheal force on the basis of ultimate strength and compares ultimate strength method with elastic method.

介绍了按极限强度法计算承受偏心剪力普通螺栓连接计算方法 ,通过算例比较了按极限强度法和按目前工程设计常用弹性法计算差别。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采用ANSYS软件对高强混凝土剪力墙在单向水平荷载作用下受力过程进行了非线性有限元分析。

Reaserch of the state-of-the-art on dual system consider shear wall structure as a flexural type cantalever and consider frame structure as a shear type cantalever, ignoring the shear.

框架-混凝土剪力墙体系,框架-支撑体系,框架-混凝土筒体等双重抗侧力体系在工程应用非常广泛。