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提出了沿异型住框架楼层变刚度设支撑的设计方法，进行了1／3结构模型试验研究，测试分析了弹性侧移刚度、结构的承载力、延性、滞回曲线、破坏机制及刚度衰减特性。计算所得的结构弹性侧移刚度与实测值符合较好．
The design method of variable stiffness stiffeners is proposed, and the 1/3 structural model test is carried out. The lateral stiffness, the bearing capacity, the ductility, the hysteresis curve, the failure mechanism and the stiffness attenuation characteristics are analyzed and tested. . The calculated elastic lateral stiffness of the structure is in good agreement with the measured value.