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本文通过两个配筋水泥砂浆模型在模拟地震振动台上的试验,研究了框支剪力墙结构的动力特性和地震反应,并与理论计算的结果进行了对比,比较表明,二者符合良好。探讨了影响框支剪力墙动力特性和地震反应的主要因素,对框支剪力墙的设计提出了若干建议。
In this paper, the dynamic characteristics and seismic response of frame-supported shear wall structures are studied by using two reinforced cement mortar models on a simulated earthquake shaking table. The results are compared with the theoretical calculations. The comparison shows that the two are in good agreement. . The main factors influencing the dynamic characteristics and seismic response of frame-supported shear walls were discussed. Some suggestions were put forward for the design of frame-supported shear walls.