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采用SAP2000软件对两个框架结构模型进行Pushover弹塑性静力分析,求出各模型结构中地震水准对应性能点以考察结构抗震性能,考察各模型结构层间位移角沿楼层的分布规律,得出结构在性能点处的塑性铰分布情况,提出CS墙板填充墙框架结构基于性能的抗震设计方法。
Pushover elasto-static analysis of the two frame structures was carried out by using software SAP2000. The corresponding seismic performance points of each model structure were obtained to study the seismic behavior of the structure. The distribution of the displacement angles along the floors of the model layers was investigated. Structure at the performance point of the plastic hinge distribution, proposed CS wall filler wall structure based on the performance of the seismic design method.