A simple method of analysis is presented for calculating the deflection curve, elastic critical load and fundamental period of single and coupled shear wall structures with either uniform or variable thickness.
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。