RESEARCH AND DEVELOPMENT OF PERFORMANCE-BASEDSEISMIC DESIGN THEORY

机译：基于性能的抗震设计理论的研究与发展

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The current structure seismic design method is force-based, and played an important role in buildingseismic design. But it does have some shortcomings. The theory of performance-based seismic design(PBSD) was suggested firstly by the American scientists and engineers in the beginning of 1990s. TheJapanese and European scholars in earthquake engineering field took great interest in it and devoted to itat all of the standpoints. The PBSD theory stemmed from displacement-based seismic design(DBSD)which is supposed by Moehle [4] in Berkley University in California. It is based on the structure analysisand is a revolution in development of seismic theory. It includes all aspects of design and has importantmeanings. The background of the occurrence, the development, the basic idea, the main properties of thetheory and the present research are summarized in this paper. Its importance to improve the seismic designtheory is pointed out, too, finally.

机译：当前的结构抗震设计方法是基于力的，并在建筑抗震设计中发挥了重要作用。但是它确实有一些缺点。基于性能的抗震设计理论（PBSD）最早是由美国科学家和工程师在1990年代初提出的。地震工程领域的日本和欧洲学者对此表示了极大的兴趣，并从各个角度致力于地震研究。 PBSD理论源于加利福尼亚伯克利大学的Moehle [4]提出的基于位移的抗震设计（DBSD）。它基于结构分析，是地震理论发展的一次革命。它涵盖了设计的各个方面，并具有重要意义。总结了理论的产生背景，发展方向，基本思想，理论的主要性质和研究现状。最后，还指出了其对改进抗震设计理论的重要性。

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《World conference on earthquake engineering;WCEE》|2004年|1-7|共7页
会议地点 Vancouver(CA);Vancouver(CA)
作者
Bo-quan LIU; Ming LIU; Ying-bin LI;
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Chang'an University Xi'an China Email:boquan@chd.edu.cn;

Chang'an University Xi' an China;

Xi'an University of Architecture&Technology Xi'an China;

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RESEARCH AND DEVELOPMENT OF PERFORMANCE-BASEDSEISMIC DESIGN THEORY

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