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对带洞口钢板混凝土剪力墙进行低周反复加载试验,在试验中考虑了孔洞、补强措施以及轴压荷载对钢板混凝土剪力墙抗震性能的影响。根据试验现象及数据得到钢板混凝土剪力墙的破坏模式和极限承载力,并通过非线性有限元对试验进行建模分析。
The low-frequency cyclic loading test was carried out on the steel plate concrete shear wall with openings. The influence of holes, reinforcement measures and axial compressive load on the seismic performance of the steel-plate concrete shear wall were considered. According to the test phenomenon and the data, the failure mode and the ultimate bearing capacity of the steel plate concrete shear wall are obtained, and the experiment is modeled and analyzed by nonlinear finite element method.