Structural performance levels, performance objectives, and usual performance-based seismic design methods are introduced in this paper.
介绍了结构抗震性能水准的划分、抗震性能目标的确定以及常用的基于性能的抗震设计方法。
Inelastic seismic design spectra is one of the fundamental research in performance-based seismic design that needs to be solved urgently.
非线性反应谱是基于性能的抗震设计理论中亟待解决的基础性课题之一。
The theory and method of performance-based seismic design and the problem when it used in irregular structures were discussed in the text.
在阅读大量文献的基础上对结构基于性能的抗震设计在理论和方法以及在不规则结构中存在的问题进行了探讨。
The theory of performance-based seismic design is a new concept in the world in 1990s. It is a revolution of the current seismic design procedures.
基于结构性能的抗震设计理论是90年代国际地震工程界提出的新概念，是抗震设计理念上的一次变革。
The philosophy and methodology of performance-based seismic design (PBSD) has been an extensive topic discussed by earthquake engineering experts at home and abroad.
基于性能的抗震设计理论和方法是各国地震工程专家近年来广泛讨论的课题。
Finally, the performance-based seismic design method is proposed, including the classification of performance level of slopes, the definition of performance index and the seismic design method.
最后提出了基于性态的边坡抗震设计方法，包括边坡抗震性态水准的划分、性能指标的建立和抗震设计方法。
The seismic measure is one major part of the seismic design based on the performance requirements of buileing structures.
在建筑结构基于性能要求的抗震设计方法中，抗震措施是一个重要的组成部分。
Basing on the performance based seismic design, nonlinear analysis has been widely caught attention in earthquake engineering.
基于性能的设计方法提出，使弹塑性分析地震反应方法得到地震工程界的广泛关注。
The seismic measure is one major part of the seismic design based on the performance requirements of building structures.
在建筑结构基于性能要求的抗震设计方法中，抗震措施是一个重要的组成部分。
The recent development situation on the certainty seismic design theory and the reliability seismic design theory based on structural performance is introduced in this paper.
简述了以变形失效准则为基础的基于性能的抗震结构设计理论进展概况，内容包括：基于性能的确定性抗震设计理论；基于性能的抗震可靠度设计理论。
Direct displacement-based seismic design method has such advantages that the performance level is more straightforward and the method is easy to use, therefore it gets many researchers' attention.
直接基于位移的抗震设计方法因其性能水平确定比较直观，方法较易操作等优点，受到了众多学者的高度重视。
Performance-based anti-seismic design should be established on the basis of probability because the ground motion and the structural performance are random and uncertain.
指出了由于结构地震响应从地面运动到结构性能两方面固有的随机性和不确定性，使基于性能的抗震设计应当在概率的基础上形成；
Suitable seismic performance target was set, calculation analysis was done with seismic performance design method, and strengthening measures were applied based on analysis results.
通过设定适用于本工程的性能目标，采用基于性能的设计方法对结构进行了计算分析，采取了有针对性的抗震加强措施。
Partial frame-supported shear wall structure is adopted for the Synonym Haifeng. Performance based seismic design was proposed.
天朗海峰国际中心塔楼采用现浇钢筋混凝土部分框支剪力墙结构。
Partial frame-supported shear wall structure is adopted for the Synonym Haifeng. Performance based seismic design was proposed.
天朗海峰国际中心塔楼采用现浇钢筋混凝土部分框支剪力墙结构。
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