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本文对于等厚度及变厚度的单肢与双肢剪力培结构提供了静力及动力的实用分析方法。设计此类结构时，可从等厚度的情况入手，适当地减小其厚度，使其基本上保持原有的刚度、整体稳定及基本周期，而又获得经济效益。文中有算例。
This paper provides a static and dynamic analysis method for single-limb and double-limb shear-stress structures with equal thickness and thickness. When designing such a structure, it is possible to start from the case of equal thickness, and appropriately reduce its thickness so that it basically maintains the original stiffness, overall stability and basic cycle, and in turn obtains economic benefits. There are examples in the text.