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为研究某超限高层框支剪力墙结构在罕遇地震作用下的抗震性能,采用有限元软件ABAQUS,选择适合的钢筋和混凝土的弹塑性本构模型,较为深入地研究了该结构罕遇地震作用下的地震响应。研究结果表明,转换梁及其附近剪力墙、楼板出现一定程度的损伤,框架构件损伤程度较小,该结构在罕遇地震作用下表现出较好的工作性能,本文有关方法可为同类研究提供参考。
In order to study the seismic behavior of a super shear-high shear wall structure with frame-supported shear walls under rare earthquakes, finite element software ABAQUS was used to select the appropriate elasto-plastic constitutive model of reinforced concrete and concrete. Earthquake response to earthquakes. The results show that there is a certain degree of damage to the shear wall and the floor of the conversion beam and the floor, and the damage of the frame components is relatively small. This structure shows good working performance under rare earthquakes, and the relevant method in this paper can be the same kind of research for reference.