Nowadays, a simple and effective method to evaluate aseismic capacity, Pushover method is paid attention to.
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。
Then, the structural influencing coefficient and displacement amplification factor are calculated and compared with the analysis result of Pushover method.
本文系统地分析了多层抗弯钢框架的结构影响系数和位移放大系数。
The displacement demand (target displacement) of pushover analysis by adopting capacity spectra method is discussed.
评述了静力推覆分析方法中应用能力谱方法确定结构目标位移的应用情况。
A studying of basic elements and operation steps in pushover analysis method, through which I set up the pushover analysis as another simplified means of the bridge assessment.
研究塑性推倒分析方法的基本原理及实施步骤，建立塑性推倒分析的简化评估方法。
Pushover analysis of pile-soil-structural interaction systems based on capacity-spectrum-method;
提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
Pushover analysis of pile-soil-structural interaction systems based on capacity-spectrum-method;
提出了考虑桩-土-结构动力相互作用的输电塔地震反应分析方法。
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