Through above series of research, the seismic performance design objective was realized.
通过上述系列分析研究，实现了抗震安全性能化设计目标。
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。
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 anchorage performance of steel column base of large span structure is one of the key problems in seismic design.
大跨结构柱脚锚固性能是抗震设计的关键之一。
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。
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。
By summarizing domestic actual anti-seismic design method, steel of high-performance for anti-seismic is needed to achieve beam plastic hinge collapse mechanism which is required in the code.
通过对我国现行抗震设计方法的简要概述，得出为了实现规范要求的钢框架梁铰倒塌机制，需要使用抗震性能好的钢材。
The seismic performance is one of the controlling factors in the design of the bridge type.
桥梁的抗震能力往往是设计中的主要控制因素之一。
It is an important content of seismic design for steel structures to improve the performance resisting to earthquake of beam-column welded connections.
提高梁柱焊接节点的抗震性能是钢结构抗震设计的重要内容之一。
The design procedures if applied can result in more ductile, economical and better seismic performance.
设计程序使用能导致更可延展如果，节约和更好地震性能。
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。
This report presents information on performance of steel shear walls under seismic effects and their seismic design.
这份报告提出关于钢在地震的效应和他们的地震的设计下的抗剪力墙的性能的信息。
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 foundation of the performance-based seismic design was the theory of reliability of system.
基于性能的抗震设计是以体系可靠度理论为基础的。
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 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。
But the seismic performance of the masonry walls isn't researched systemically, and this makes a new project design and assessment of existing building structures lack of basis.
但由于国内对该类墙体的抗震性能未进行系统的研究，使新建工程的设计和已建工程的评估缺少依据。
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；
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。
On the basis, according to China's present two stages of seismic design method, the structure of the performance under severe earthquake is analyzed.
在此基础上，根据我国现行的两阶段抗震设计方法，对结构进行罕遇地震下的性能分析。
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。
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。
Therefore, further research on seismic performance about it is of great theoretical significance and practical value to structure design.
因此深入研究大跨钢结构抗震性能具有重要的理论意义和实用价值。
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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