3 . research has been made on pushover analysis . developed herein is an improved pushover analysis procedure based on structural dynamics theory ( 3 )对静力弹塑性分析方法( pushoveranalysis )进行了分析研究。
Based pm the method of static elastoplasticity , the failure dependency problem of rc frame structures studied under small and strong earthquakes 基于静力弹塑性分析方法，对钢筋混凝土框架结构在小震和大震下进行了失效相关性研究。
In terms of the calculating theories of the composite steel - concrete beam , the elastic analysis and the plastic analysis are expounded systematically 在组合梁的计算理论中，作者分别详细地阐述了组合梁的弹性分析和塑性分析理论。
It simplifies the analysis of frame - wall buildings effectively . applying sap2000 analysis programs , a spatial structures model is built in computer 利用sap2000n程序对其建立了空间模型，通过空间静力弹塑性分析验证了其等效的合理性。
The ansys large finite element soft ware elastoplastic analysis is also used in the above all soil conditions with drucker - prager model 同时文中还用ansys有限元软件对这两类地基情况进行了弹塑性分析，分析中地基土采用drucker prager本构模型。
The near crack line analysis method is used to investigate an eccentric crack loaded by shear forces in a finite plate , and the analytical solution are obtained 摘要利用裂纹线场方法对岩石材料偏心裂纹板受剪应力作用时进行了弹塑性分析，并且获得了理论解。
It ' s been proved by practical engineering abroad to have good accuracy and simplicity . it can save both financial cost and computational time 它将结构静力弹塑性分析与地震反应谱结合起来，是一种简单而有效的结构抗震能力评价工具，目前已经在我国逐渐得到推广应用。
The researching aim of this paper is using push - over method to research the elastic - plastic ultimate deformation of self - combusted gangue reinforced concrete ( sgrc ) frame 本文的研究目的是使用静力弹塑性分析方法( push - over方法)研究煤矸石混凝土框架的弹塑性极限变形问题。
Frame - wall buildings is included . and applying sap2000n finite element analysis program , the analysis of the frame - wall buildings with regular type are completed 同时利用sap2000n大型有限元分析程序对结构进行了空间静力弹塑性分析，对结构的抗震性能和抗震能力作出综合评价。
In a word , the push - over method in this paper , which has some simple assumptions , is accurate and rational , and is fitted to application and dissemination in actual engineering 最后得出结论，本文使用的考虑一些简化计算假定的静力弹塑性分析方法结果比较准确、合理，很适宜在实际工程计算中推广使用。
