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在某高层剪力墙约束边缘构件设计中,根据美国UBC-97规范的设计方法,并结合我国规范的有关规定,以大震作用下结构顶点的最大弹塑性位移为目标位移,确定墙肢的变形能力要求,进而采取与其变形能力要求相一致的抗震构造措施。
According to the design method of the UBC-97 standard in the United States and the relevant provisions of the Chinese Code, the maximum elastic-plastic displacement of the apex under the action of a large earthquake is taken as the target displacement in the design of the bounding edge member of a high-rise shear wall. Deformation capacity requirements, and then take its deformation capacity requirements consistent with the seismic structure measures.