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通过两个模型的试验研究，分析了有边框带双层暗支撑剪力墙的抗震性能，建立了力学 模型，计算结果与实测值符合较好。
Through the experimental study of two models, the seismic performance of the shear wall with double-skinned double-deck frame is analyzed and a mechanical model is established. The calculation results are in good agreement with the measured values.