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.
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.
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.
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.
应用有限元程序SAP2 0 0 0 ，对错列桁架体系进行了静力弹塑性分析，并对该体系的抗震性能做出了评价。
This paper analyzed a staggered-truss system by use of finite element procedure SAP2000 and evaluated the anti-seismic behavior of the staggered truss system.
采用非线性时程分析和弹塑性静力分析，对钢支撑和粘滞阻尼支撑两类支撑的连续与非连续布置共四种支撑方案进行对比分析。
Nonlinear time history analysis and Pushover analysis are adopted to study steel brace and viscous damper brace systems with continuous layout and discontinuous layout.
结构设计完成后，可进行结构的弹塑性静力分析，全面复核结构性能。
After accomplishment of design, an elastoplastic static analysis of structure may be conducted to fully examine the performance.
结构设计完成后，可进行结构的弹塑性静力分析，全面复核结构性能。
After accomplishment of design, an elastoplastic static analysis of structure may be conducted to fully examine the performance.
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