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抗震结构的等效延性破坏准则及其子结构试验验证 预览 被引量:17

EQUIVALENT DUCTILITY DAMAGE CRITERIA OF EARTHQUAKE-RESISTANT STRUCTURES AND THEIR VERIFICATION BY SUBSTRUCTURE METHOD
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摘要 基于试验结果与分析,本文提出了反映结构低周疲劳特性的“等效延性破坏准则”。将由结构非线性动力反应分析求得的、预计按本文所提破坏准则能引起柱破坏的三种不同位移反应时程,施加于三个柱试件,以验证所提准则的有效性与实用性。 Based on the analytical and experimental results, the equivalent ductility damage criteria are proposed in this paper. The low-cycle fatigue characteristics of structures are studied. The criteria also integrate first passage failure with cumulative damage failure and it is simple and explicit. In addition, it is related to the ductility which engineers have been familiar with. So it is convenient for application in practice. By using of the substructure method, the failure tests of three R/C columns for which the displacement response curves are obtained from three kinds of earthquake excitation are carried out to verify the criteria.
作者 刘伯权 白绍良 Liu Boquan Bai Shaoliang (Northwesten Inst. of Architecture & Engineering) (Chongqing Jianzhu University) Liu Ming (Northwesten Inst. of Architecture & Engineering)
出处 《地震工程与工程振动》 CSCD 北大核心 1997年第3期 77-83,共7页 Earthquake Engineering and Engineering Vibration
基金 国家自然科学基金,建设部科技资金
关键词 抗震结构 子结构 破坏准则 等效延性 Earthquake-resistant structures, Damage criteria, Equivalent ductility, Substructure
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参考文献3

  • 1刘柏权,重庆建筑大学学报,1996年,18卷,2期 被引量:1
  • 2刘伯权,重庆建筑大学学报,1996年,18卷,2期 被引量:1
  • 3黄行松,硕士学位论文,1993年 被引量:1

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