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.
现今，一种简单而有效的抗震能力评价工具——静力弹塑性分析方法受到了越来越多的重视。
Nowadays, a simple and effective method to evaluate aseismic capacity, Pushover method is paid attention to.
在静力弹塑性分析方法中，不同水平加载模式的选取是方法的关键，直接影响到分析结果的准确性和稳定性。
In the method, the selection of lateral load patterns is very important, because it has a great effect on the precision of analysis.
本文基于能力谱方法对天然地基上带群桩基础的高层框架结构进行了平面静力弹塑性分析。
Capacity spectrum method was adopted to perform nonlinear static seismic response analysis for highrise frame structures with grouped pile foundation resting on natural foundation soils.
本文基于能力谱方法对天然地基上带群桩基础的高层框架结构进行了平面静力弹塑性分析。
Capacity spectrum method was adopted to perform nonlinear static seismic response analysis for highrise frame structures with grouped pile foundation resting on natural foundation soils.
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