论文还对结构抗震性能评估的能力谱方法进行了研究。
The capacity spectrum method of the structural performance evaluation is discussed in this paper.
静力弹塑性分析方法作为结构抗震性能的评估方法，近来受到广大学者的关注。
Lately, the static push-over analysis, POA, has been becoming popular as a simplified computer method for evaluating seismic performances of structures.
然后对结构在基本烈度和罕遇烈度地震作用下的抗震性能进行评估。
Then, the paper evaluated the anti-seismic performance of the structure under basic and rare earthquake intensity.
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