Furthermore , the results of pushover analysis indicate that the simplified column - beam model is validity . correlational three - lever seismic performance objectives , a case study applied direct dbsd method for a ten - storey r . c 结合我国三水准抗震设防原则，采用直接基于位移的抗震设计方法对一幢10层框架-剪力墙结构进行了分析。
The paper analyze the structure with pushover method , check the displaced shape of it , and evaluate the deformation and strength demand of the element , then prove the method with elasto - plastic dynamic history analysis 用静力弹塑性分析方法对结构进行分析，校核结构的侧移形状并评价构件的变形及强度需求，最后用弹塑性动力时程分析加以验证。
Tof different soil conditions . the displacement demand ( target displacement ) of each modal pushover analysis is obtained by using the improved capacity spectra method . the seismic response of different height tbhs are 并在多模态静力推覆分析方法的基础上,对于每阶模态下的位移需求(目标位移) ,提出了应用改进能力谱方法求得结构位移需求的一般步骤。
The pushover analyses with some lateral load patterns , and evaluation of structural performance with two kinds of capacity - demand spectra based on both equivalent linear response spectrum and nonlinear response spectrum are analyzed and researched 基于抗震设计规范，建立了基于等效弹性系统的结构抗震性能的弹塑性逐段反应谱分析方法和基于非弹性系统的弹塑性逐段反应谱分析方法。
In this paper , the theoretical evaluation method of structural earthquake resisting behavior , pushover analysis method , was expounded . and some valuable conclusion for application of pushover analysis method had been gained 本文以pushover法为基础，研究把这种较为简便的方法应用于已建建筑结构抗震性能评估中的一些关键问题，通过本文的研究，解决了pushover法应用中的一些问题。
In this thesis , based on the research of the former scholars , the nonlinear analysis method of the frame - wall structure is applied and improved , which focus on the nonlinear time - history analysis and the static nonlinear pushover analysis 本文在前人研究的基础上，进一步应用和发展了框架?剪力墙结构的非线性分析方法，主要是对非线性动力时程分析和静力非线性pushover分析做了进一步的应用和发展。
In this modal pushover analysis , the seismic demand due to individual using the inertia force distribution for each mode . combining these modal demands due to the first two or three terms of the expansion provides an estimate of the total seismic demand on inelastic systems 根据结构动力学原理，提出了首先按各振型的水平地震力进行推覆分析，然后将各振型的推覆分析结果进行组合，得到总地震作用效应。
Therefore , in this thethis , an improved multi - mode pushover analysis , which combines the advantage of the modal pushover analysis ( mpa ) and the adaptive pushover analysis ( apa ) , has been proposed to take the higher mode effect and history of load into account 论文将模态推覆分析方法与用自适应的加载方式相结合,提出了一种改进的多模态静力推覆分析方法。该方法同时考虑了高阶振型以及加载时程性的影响。
