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。
Direct displacement-based seismic design is presented in this paper according to these factors.
在此基础上，本文采用直接基于位移的抗震设计方法来实现基于位移的抗震设计。
The method of direct displacement-based seismic design is an important improvement on force-based seismic design.
直接基于位移的抗震设计方法是对基于力的抗震设计方法的重大改进。
Therefore, in the displacement-based seismic design, the computation of the target displacement is very important.
因此，在基于位移的抗震设计中，目标位移的确定非常重要。
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。
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。
The procedure for direct Displacement- Based Seismic Design ( DBSD) method of frame- shear wall structures is briefly introduced.
简述了框架-剪力墙结构直接基于位移的抗震设计过程。
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。
It shows that, in displacement-based seismic design, we also should improve the target roof displacement computing method based on the value of r.
这意味着在基于位移的设计中，还应该以R取值为依据，对顶点目标位移的确定方法进行修正。
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。
Research and development of perfonnance-based seismic design theory and method are task paid extensive attention by international academia and engineers at present.
基于性态的抗震设计理论和方法是目前世界各国学术界和工程界广泛关注的课题。
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。
The displacement-based seismic design method is particularly proposed and some unsolved problems and future directions in the research and applications of this method are listed.
着重探讨了直接基于位移抗震设计的方法和步骤，并提出了该方法在今后的研究与应用中需要解决的若干问题。
Against to Direct Displacement-based Seismic design, this paper, based on previous research achievements, manages to solve two problems, and it will make this new design method more perfect.
本文在以往基于位移的抗震设计研究基础上，着力解决直接基于位移的抗震设计中的两个问题，以使这种新的抗震设计方法更加完善。
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。
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。
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。
Based on the summary of experience and relevant information, this articles studied and discussed the seismic design issues of reinforced concrete high-rise housing.
文章根据实践经验和对有关资料的总结，对高层钢筋混凝土房屋的抗震设计问题进行了研究和探讨。
Based on the study the seismic design recommendations of grillage walls are presented.
在研究的基础上，提出了保温砌模现浇承重墙体系的抗震设计建议。
Based on principle of bionics, this paper introduces a design of root-bionic seismic foundation so as to enhance the seismic capability of structures in high seismic intensity area.
该文根据仿生学原理，仿照树木根须系统，提出了“根系仿生建筑抗震基础”的设想，以提高在地震烈度较高的地区房屋结构的抗震能力。
The concept of anti-seismic design based on structure's ductility has been worldwide accepted and paid much attention to since the San Femado seism in the United States in 1971.
自1971年美国圣费南多地震爆发以后，结构延性抗震设计的概念在世界范围内广泛受到重视。
Lectotype optimization of mid-highrise residential building based on site conditions and seismic fortification intensity is used for the original design of residential building.
基于场地条件和抗震设防烈度的中高层住宅结构选型优化可用于住宅的初步设计。
A seismic resistant design method of reinforced concrete beam-column connections based on compression strut and softened truss models was proposed.
提出了基于压杆模型和软化桁架模型的钢筋混凝土梁柱节点抗震设计方法。
Hysteretic behavior of components and resilience model of seismic design and analysis is based, is an important parameter for seismic behavior.
构件的滞回性能和恢复力模型是结构抗震设计和分析的基础，是结构抗震性能的重要参数。
In this paper, based on the experience of modern architectural structure design, seismic design issues are researched and analyzed.
本文主要以现代建筑结构设计的一些体会，对抗震设计问题进行了研究和分析。
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。
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。
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