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对底部加钢筋混凝土剪力墙框架结构模型进行了试验，测定了结构的动力特性以及地震反应，试验表明，底部加剪力墙框架结构可以作为一种有效的抗震结构体系。
The structural model of the reinforced concrete shear wall at the bottom was tested. The dynamic characteristics of the structure and the seismic response were measured. The test shows that the bottom shear wall frame structure can be used as an effective seismic structure system.