Meanwhile, this paper provides a new idea for seismic design based on capacity and extends the application of pushover analysis in seismic field.
为基于性能抗震设计提供了新思路，又扩展了推覆分析在抗震领域的应用。
The target displacement of each mode pushover analysis can be obtained by inelastic spectrum.
对应每阶振型下推覆分析的目标位移采用非弹性能力谱方法来计算。
The Constant Load components remain unchanged throughout the entire pushover analysis procedure.
该常量荷载分量在推覆分析全过程中保持不变。
The reasons were analyzed and discussed, which can be referred to the actual structural pushover analysis.
分析了各软件计算结果不同的原因，供设计人员在进行结构推覆分析时参考。
The higher mode effect cannot always be ignored in pushover analysis of tall building hybrid structures (TBHS).
在高层混合结构静力推覆分析中，高阶振型对于结构的分析结果影响往往不可忽略。
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。
In this paper, the study of pushover analysis and corresponding computer program for RC tall structures is carried out.
本文对钢筋混凝土高层结构进行了推覆分析研究，并编制了相应的推覆分析计算机程序。
The static pushover analysis with five different lateral load patterns was applied to two frame structures of tall building.
用五种不同的侧向荷载分布方式，对两幢十五层和二十层框架结构进行了分析。
The Incremental load is the loading that is used to update the PAIL during the pushover analysis load incrementation procedure.
增量荷载是在推覆分析荷载增量过程中，用于更新PAIL的荷载。
By pushover analysis, the weak position of the structure was found out, and the corresponding strengthening measures were adopted.
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。
The energy dissipation capacities of the beams and columns of the frames are approximately evaluated based on the pushover analysis.
提出了根据推覆分析来近似求解框架结构梁柱构件的自身耗能能力。
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。
Nonlinear time history analysis and Pushover analysis are adopted to study steel brace and viscous damper brace systems with continuous layout and discontinuous layout.
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.
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。
应用推荐