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板式橡胶支座抗震性能研究综述 被引量:2

An Overview of Research on Seismic Performance of Plate Rubber Bearings
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摘要 文章以板式橡胶支座抗震性能为中心,对现有相关文献进行了分类、总结。针对现有研究成果,提出了研究存在的局限性,并对发展前景和需要研究的问题提出了一些自己的看法。 This paper classifies and summarizes the existing related literature based on the energy center of plate rubber bearing's seismic resistance. In view of the existing research results,this paper puts forward the limitations of the research,and puts forward some opinions on the development prospect and the problems needing further research.
作者 贺存哲 薛刚 He Cunzhe;Xue Gang(School of Civil Engineering,Inner Mongolia University of Science and Technology,Baotou,Neimenggu 014010)
出处 《江西建材》 2019年第5期7-7,9,共2页 Jiangxi Building Materials
关键词 支座 抗震 研究现状 展望 Bearing Earthquake Research status Looking forward to
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二级参考文献11

  • 1中华人民共和国交通部.JT/T663-2006公路桥梁板式橡胶支座规格系列[S].北京:人民交通出版社,2007.
  • 2陈乐生,庄卫林.汶川地震公路震害调查-桥梁[M].北京:人民交通出版社,2012:22-30.
  • 3Moil A, Moss P J, Cooke N, et al. The behavior of beatings used for seismic isolation under shear and axial loadE J ]. Earthquake Spectra, 1999,15 (2) : 199 - 224.
  • 4Earthquake Engineering Research Center. Experimental investigations on the seismic response of bridge bearings [R]. Berkeley, CA, USA: EERC,2008.
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  • 6Filipov E T, Hajjar J F, Steelman J S, et al. Computa- tional analyses of quasi-isolated bridges with fusing bearing components [C]//Proceedings of the ASCE/ SEI Structures Congress. Reston, VA, USA, 2011:276 - 288.
  • 7Steelman J S, Fahnestock L A, LaFave J M, et al. Seismic response of bearings for quasi-isolated bridges- testing and components modeling [C]//Proceedings of the ASCE/SEI Structures Congress. Reston, VA, USA, 2011:164 - 178.
  • 8Tobias D H, Anderson R E, Hodel C E, et al. Over- view of earthquake resisting system design and retrofit strategy for bridges in Illinois [J]. Practice Periodical on Structural Design and Construction, 2008,13 ( 3 ) : 147 - 157.
  • 9王东升,孙治国,郭迅,李晓莉,霍燚.汶川地震桥梁震害经验及抗震研究若干新进展[J].公路交通科技,2011,28(10):44-53. 被引量:51
  • 10李立峰,吴文朋,黄佳梅,王连华.板式橡胶支座地震易损性分析[J].湖南大学学报(自然科学版),2011,38(11):1-6. 被引量:43

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