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多维地震激励下工程结构隔减震技术研究进展

State of structural isolation and mitigation technology under multi-dimensional excitations

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【作者】 卢立恒徐赵东潘毅韩徐扬季晨龙

【Author】 Lu Liheng;Xu Zhaodong;Pan Yi;Han Xuyang;Ji Chenlong;Southwest Jiaotong University;Southeast University;Key Laboratory of Urban and Architectural Heritage Conservation of the Ministry of Education,Southeast University;

【机构】 西南交通大学东南大学东南大学城市与建筑遗产保护教育部重点实验室

【摘要】 地震地面运动是一种复杂的多维激励,结构在单维与多维地震作用下的反应是不同的,特别是对一些复杂或重要的工程结构,只考虑单分量的地震作用是不够的,结构多维抗震是一个非常重要的研究课题。文章系统介绍多维地震激励下结构响应分析方法,比较反应谱法、时程分析法和随机振动法的优缺点;综合国内外研究成果,对结构多维隔减震装置进行详细的描述;对多维隔减震结构的试验研究和工程应用也作了相关介绍。最后,提出结构多维隔减震需要进一步研究的问题。

【Abstract】 Earthquake excitation is a kind of complicated multi-dimensional ground motion. Response of structures under single and multi-dimensional excitations is different, especially for complex or important engineering structures.Therefore,it is not enough to consider only the single-dimensional earthquake excitation,and today anti-earthquake for engineering structures under multi-dimensional earthquake excitations has become an extremely important research topic.In this paper,theories of response analysis methods for structures under multi-dimensional excitations are systemically introduced. Characteristics of the response spectrum method,time-history method and the random vibration method are compared. Then several common types of multi-dimensional isolation and mitigation devices are presented in detail based on previous studies. Experimental studies and engineering applications are also included. Finally,suggestions for further study in this area are presented.

【基金】 城市与建筑遗产保护教育部重点实验室开放课题(KLUAHC1008)
  • 【文献出处】 土木工程学报 ,China Civil Engineering Journal , 编辑部邮箱 ,2013年S1期
  • 【分类号】TU352.12
  • 【被引频次】4
  • 【下载频次】369
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