桥梁震害分析与抗震设计新方法研究
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摘要
对桥梁的震害机理和破坏形式进行了系统分析,阐述了桥梁抗震设计的研究现状及抗震设计新方法的研究进展,并通过一实例对新旧抗震设计方法进行了对比,指出抗震设计新方法的运用可有效提高桥梁的抗震性能。
The seismic damage mechanism and destroy forms are analyzed in this paper and the study status and some new methods of bridge seismic design are expounded. In the end,by comparing with the old seismic design methods,points out the adopion of new methods for anti-seismic design can promote bridges' anti-seismic performance effectively according to examples.
The seismic damage mechanism and destroy forms are analyzed in this paper and the study status and some new methods of bridge seismic design are expounded. In the end,by comparing with the old seismic design methods,points out the adopion of new methods for anti-seismic design can promote bridges' anti-seismic performance effectively according to examples.
引文
[1]任旭东.桥梁的抗震检测与加固方法[J].山西建筑,2009,35(16):340-341.
[2]谢旭.桥梁结构地震响应分析与抗震设计[M].北京:人民交通出版社,2006.
[3]赵荣国,李卫平,张虹.2005年地震灾害综述[J].国际地震动态,2006(1):20-23.
[4]邢扬.城市桥梁爆炸失效机理及其安全评估方法研究[D].天津:天津大学建筑工程学院,2013.
[5]范立础.桥梁抗震[M].上海:同济大学出版社,1996.
[6]杜修力,韩强,李忠献,等.5·12汶川地震中山区公路桥梁震害及启示[J].北京工业大学学报,2008,34(12):1270-1279.
[7]Roy A Imbsen.Use of isolation for seismic retrofitting bridge[J].Journal of Bridge Engineering,2001(6):425-439.
[8]Tatsuo Ogata,Koji Osada.Seismic retrofitting of expressway bridges in Japan[J].Cement&Concrete Composites,2000(22):7-27.
[9]王砚田,覃永明.桥梁震害分析与抗震设计[J].公路工程与运输,2006(10):68-71.
[10]李春凤.汶川地震桥梁震害与延性抗震设计探讨[J].公路交通科技,2009,26(4):98-102.
[11]贡金鑫,王雪婷,张勤.从汶川地震灾害看现行国内外桥梁抗震设计方法[J].大连理工大学学报,2009,49(5):739-747.
[12]叶爱军,胡世德,范立础.大跨度桥梁抗震设计实用方法[J].土木工程学报,2001,34(1):1-6.
[13]Kawashima K.Seismic design of bridges after 1995 Kobe earthquake[J].Journal of Disaster Research,2006,1(2):262-271.
[14]Eduardo Miranda,Vitelmo V.Bretero.Evaluation of strength reduction factors for earthquake-resistant design[J].Earthquake Spectra,1994,10(2):357-379.
[15]朱兵.在结构设计方面关于地震力计算的新思考[J].西安公路交通大学学报,1996,16(3):37-41.
[16]范立础,王君杰.桥梁抗震设计规范的研究现状与发展趋势[J].地震工程与工程振动,2001,21(2):70-77.
[17]翟长海,谢礼立.抗震结构最不利设计地震动研究[J].土木工程学报,2005,38(12):51-58.
[18]Caltrans Seismic Design Criteria.Version 1.4[S].
[19]ATC-18.Seismic design criteria for bridges and other highway structures[R].California:Redwood City,1997.
[2]谢旭.桥梁结构地震响应分析与抗震设计[M].北京:人民交通出版社,2006.
[3]赵荣国,李卫平,张虹.2005年地震灾害综述[J].国际地震动态,2006(1):20-23.
[4]邢扬.城市桥梁爆炸失效机理及其安全评估方法研究[D].天津:天津大学建筑工程学院,2013.
[5]范立础.桥梁抗震[M].上海:同济大学出版社,1996.
[6]杜修力,韩强,李忠献,等.5·12汶川地震中山区公路桥梁震害及启示[J].北京工业大学学报,2008,34(12):1270-1279.
[7]Roy A Imbsen.Use of isolation for seismic retrofitting bridge[J].Journal of Bridge Engineering,2001(6):425-439.
[8]Tatsuo Ogata,Koji Osada.Seismic retrofitting of expressway bridges in Japan[J].Cement&Concrete Composites,2000(22):7-27.
[9]王砚田,覃永明.桥梁震害分析与抗震设计[J].公路工程与运输,2006(10):68-71.
[10]李春凤.汶川地震桥梁震害与延性抗震设计探讨[J].公路交通科技,2009,26(4):98-102.
[11]贡金鑫,王雪婷,张勤.从汶川地震灾害看现行国内外桥梁抗震设计方法[J].大连理工大学学报,2009,49(5):739-747.
[12]叶爱军,胡世德,范立础.大跨度桥梁抗震设计实用方法[J].土木工程学报,2001,34(1):1-6.
[13]Kawashima K.Seismic design of bridges after 1995 Kobe earthquake[J].Journal of Disaster Research,2006,1(2):262-271.
[14]Eduardo Miranda,Vitelmo V.Bretero.Evaluation of strength reduction factors for earthquake-resistant design[J].Earthquake Spectra,1994,10(2):357-379.
[15]朱兵.在结构设计方面关于地震力计算的新思考[J].西安公路交通大学学报,1996,16(3):37-41.
[16]范立础,王君杰.桥梁抗震设计规范的研究现状与发展趋势[J].地震工程与工程振动,2001,21(2):70-77.
[17]翟长海,谢礼立.抗震结构最不利设计地震动研究[J].土木工程学报,2005,38(12):51-58.
[18]Caltrans Seismic Design Criteria.Version 1.4[S].
[19]ATC-18.Seismic design criteria for bridges and other highway structures[R].California:Redwood City,1997.
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