期刊文献+

梁式桥震害及其影响因素分析 被引量:5

Analysis on Seismic Damage and Its Influence Factors of Girder Bridges
下载PDF
导出
摘要 为了研究梁式桥的震害及其影响因素,基于近年来国内外几次大地震中梁式桥震害调查资料,对梁式桥震害现象进行分类并分析其原因,从地震烈度、建设年代、结构体系、地震次生地质灾害等4个方面对桥梁震害的影响分别进行了分析,得到了关于梁式桥地震破坏影响因素、破坏机理等方面的认识。 In order to study seismic damage and its influence factors of girder bridges,based on investigation data of girder bridge damages in several large domestic and foreign earthquakes,the seismic damage phenomena are analogized and the reasons are analyzed. Influence of some factors on the bridge damage is analyzed in more than 4 aspects as seismic intensity,construction time,structural system,secondary geological disasters and so on. Recognition in influence factors on seismic damage and damage mechanism of girder bridges is obtained.
出处 《灾害学》 CSCD 2010年第3期37-41,共5页 Journal of Catastrophology
基金 地震行业科研专项经费项目(200808081) 国家科技基础条件平台工作项目(2004DEA70940)
关键词 梁式桥 对比分析 震害 影响因素 girder bridge contrastive analysis seismic damage influence factors
  • 相关文献

参考文献10

  • 1中国赴日地震考查团.日本阪神大地震考察[M].北京:地震出版社,1995.
  • 2刘恢先.唐山大地震震害[M].北京:地震出版社,1986..
  • 3张敏政.土耳其伊兹米特地震震害考察[J].工程抗震,2000(4):34-38. 被引量:9
  • 4EERC.Loma Prieta Earthquake Reconnaissance Report[J].Earthquake Spectra,1990,6:101-107.
  • 5NZNSEE.The Loma Prieta,California,Earthquakeof October 17,1989,Report of the NZNSEE Reconnaissance Team[J].Bulletin of New Zealand NationSociety for Earthquake Engneering,1990,23:569-575.
  • 6EERC.Northridge Earthquake Reconnaissance Report[J].Earthquake Spectra,1996,11:400-407.
  • 7NZNSEE.Northridge Earthquake Reconnaissance Report,Report of the NZNSEE Reconnaissance Team on the 17 January 1994Northridge,Los Angeles Earthquake[J].Bulletin of New Zealand Nation Society forEarthquake Engneering,1994,27 (4):601-608.
  • 8庄卫林,余翔,易志宏,刘振宇.简支体系桥梁的震害及抗震设计对策[J].桥梁建设,2008,38(4):61-64. 被引量:15
  • 9陈惠发,段炼.桥梁工程抗震设计[M].蔡中民,武军,译.北京:机械工业出版社,2008:61-82.
  • 10孙治国,王东升,郭迅,孟庆利,于德海,李晓莉.汶川大地震绵竹市回澜立交桥震害调查[J].地震工程与工程振动,2009,29(4):132-138. 被引量:55

二级参考文献18

  • 1Williams D, Godden W. Seismic response of long curved bridge structures: experimental model studies [ J ]. Earthquake Engineering and Structural Dynamics, 1979, 7(2): 107-128.
  • 2Kawashima K, Penzien J. Theoretical and experimental dynamic behavior of a curved model bridge structure [ J ]. Earthquake Engineering and Structural Dynamics, 1979, 7(2) : 129 - 145.
  • 3刘恢先.唐山大地震震害[M].北京:地震出版社,1986..
  • 4陈达生,周锡元,那向谦,等.1991.云南澜沧-耿马地震震害论文集[C].北京:科学出版社,95-173.
  • 5JTJ004-89公路工程抗震设计规范[S].北京:人民交通出版社,1990
  • 6台湾“内政部”建筑研究所.9.21集集大地震建筑物震害调查初步报告[R].1999.
  • 7中国地震局赴土耳其地震现场考察专家组.土耳其伊兹米特地震震害考察[R].2000.
  • 8中国赴日地震考查团.日本阪神大地震考察[M].北京:地震出版社,1995.
  • 9EERC. Loma Prieta Earthquake Reconnaissance Report[R]. Earthquake Spectra, 1990, Supplement to Vol 6.
  • 10NZNSEE. The Loma Prieta, California, Earthquake of October 17, 1989, Report of the NZNSEE Reconnaissance Team[R]. Bulletin of New Zealand Nation Society for Earthquake Engneering, 1990, Vol 23.

共引文献139

同被引文献77

  • 1姚红兵,蒋劲松,黄麟.庙子坪岷江大桥震害与修复加固[J].西南公路,2008(4):36-40. 被引量:5
  • 2彭大文,林志平,洪锦祥.无伸缩缝桥梁的研究与实践[J].公路,2006,51(8):53-62. 被引量:33
  • 3邓育林,彭天波,李建中.地震作用下桥梁结构横向碰撞模型及参数分析[J].振动与冲击,2007,26(9):104-107. 被引量:50
  • 4李扬海.公路桥梁伸缩装置[M].北京:人民交通出版社,1997.
  • 5李扬海,程潮洋,鲍卫刚等.公路桥梁伸缩装置[M].人民交通出版社,1997.
  • 6WALLBANK J.The performance of concrete in bridges:A survey of 200 highway bridges[M].London:HMSO,1989.
  • 7WOLDE-TINSAE A M,KLINGER J E.Integral abutment bridge design and construction[M].U.S.A:University of Maryland,1987.
  • 8HAMBLY E C.Integral bridges[J].Proceedings of the ICE-Transport,1997,123(1):30-38.
  • 9BURKE JR M P.Integral and semi-integral bridges[M].Oxford:Wiley-Blackwell,2009.
  • 10Her Majesty’s Stationery Office(HMSO).BD 57/95Design for durability[S].London:HMSO,1995.

引证文献5

二级引证文献24

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部