根据短肢剪力墙结构的受力和变形特点，建立了异形墙肢多垂直杆模型。
According to mechanical property and deformation feature of short-lag shear wall, special-shaped multi-component model is put up.
垂直杆件则借悬臂作用产生和拱挠度相等的悬臂挠度，来承担足够的荷载。
Vertical elements carry sufficient load through cantilever action to produce cantilever deflections equal to arch deflections.
多垂直杆元模型是目前最为常用的一种用于剪力墙结构非线性分析的宏观模型。
Multi vertical line element model is the most widely used model in the nonlinear analysis of shear wall structures.
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