Lately, the static push-over analysis, POA, has been becoming popular as a simplified computer method for evaluating seismic performances of structures.
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。
The key of push-over analysis method is load pattern and target displacement.
推倒分析中的关键是加载模式的选取和目标位移的求取。
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