静力弹塑性分析（PUSH-OVER ANALYSIS，以下简称POA）方法也称为推覆法，它基于美国的FEMA-273抗震评估方法和ATC-40报告，是一种介于弹性分析和动力弹塑性分析之间的方法，其理论核心是“目标位移法”和“承载力谱法”。
本论文针对某实际工程运用静力弹塑性分析进行了分析及研究。
This thesis focuses on a practical engineering analysis using pushover analysis and research.
建立各结构的平面协同分析模型后，对各个模型进行静力弹塑性分析。
After plane cooperating models for all structures were created, nonlinear static analysis for all models was carried out.
通过静力弹塑性分析找出结构的薄弱部位，并采取针对性的抗震加强措施。
By pushover analysis, the weak position of the structure was found out, and the corresponding strengthening measures were adopted.
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