The paper introduces SRCW structure, adopts the general finite element procedure to research the hysteresis performance of SRCW structure in the changing shearing walls by taking some commercial office building as the example and establishing relative mod%对SRCW结构进行了简要介绍,以某商务办公楼为例,通过建立相关模型,利用通用有限元程序对SRCW结构在剪力墙配筋率改变的情况下的滞回性能进行了研究,并得出有益于开展工程实践的结论。
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