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的一种建筑结构体系，这种结构形式能使建筑取得良好的功能效果。

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的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中应用非常广泛。