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本文对高层轻板框架中的相互作用进行了分析。讨论了复合墙板中填充块的等效斜压杆的有效宽度及其影响因素,以此所得桁架计算模型的计算结果与实测结果比较接近。在此基础上给出轻板框架结构在弹性阶段按剪力墙计算的方法和弹塑性阶段框架—桁架的计算模型。
This article analyzes the interactions in high-level light-board frames. The effective width and its influencing factors of the equivalent slanted bar in the composite wallboard are discussed. The calculated results of the truss calculation model are close to the measured results. On this basis, the calculation method of the light-frame frame structure in shear wall according to the elastic stage and the elasto-plastic stage frame-truss calculation model are given.