桥梁防落梁系统研究现状述评
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摘要
防落梁系统主要由梁搁置长度、限位装置和连梁装置3部分组成,其目的是防止上部结构在地震中发生落梁失效。文章概述了国内外防落梁系统的研究现状,并对防落梁系统的研究提出了建议。
Collapse-proof system consists mainly of seat length,restrainer and unseating prevention device,and the purpose is to prevent the superstructure from falling off in earthquake.The research stadus of collapse-proof system at home and abroad are summarized,and some suggestions on the development of collapse-proof system are proposed.
Collapse-proof system consists mainly of seat length,restrainer and unseating prevention device,and the purpose is to prevent the superstructure from falling off in earthquake.The research stadus of collapse-proof system at home and abroad are summarized,and some suggestions on the development of collapse-proof system are proposed.
引文
[1]魏洪昌.国外防止PC桥落梁的构造及设计[J].公路交通科技,1997,14(4):58~64.
[2]王德钧,陈涛.日本桥梁抗震中的防落梁设计[J].河北工程大学学报(自然科学版),2009,26(4):13~16.
[3]交通运输部.JTG/T B02-01-2008.公路桥梁抗震设计细则[S].北京:人民交通出版社,2008.
[4]M J N Priestley,F Seible,G M Calvi.Seismic design andretrofit of bridges[M].New York:John Wiley&Sons,Inc.,1996.
[5]Hong Hao.A parametic study of the required seatinglength for bridge decks during earthquake[J].Earthquake En-gineering and Structural Dynamics,1998,27:91~103.
[6]Y S Yang,M J Priestley,J M Ricles.Longitudinal seis-mic response of bridge frames connected by restrainers.Rep.No.SSRP-94/09,Struct.Sys.Res.,University of California,San diego.
[7]M Saiidi,E A Maragakis,S Feng.Parameters in bridgerestrainer design for seismic retrofit[J].Journal of StructuralEngineering,ASCE,1996,122(1):61~68.
[8]P Trochalakis,M O Eberhard,J F Stanton.Design ofseismic restrainers for in-span hinges[J].Journal of StructuralEngineering,1997,123(4):469~478.
[9]R Jankowski,K wilde,Y Fujino.Reduction of poundingeffects in elevated bridges during earthquakes[J].EarthquakeEngineering and Structural Dynamics,2000,29:195~212.
[10]A G Vlassis.Update on analytical and experimental re-search on bridge restrainers[J].Transportation ResearchRecord,1996,177(2):132~138.
[11]A G Vlassis,E Maragakis,M Saiidi.Experimental eval-uation of longitudinal seismic performance of bridge restrainersat in-span hinges[J].Journal of Testing and Evaluations,2004,32(2):1~10.
[12]R DesRoches,T Pfeifer,R T Leon,et al.Full-scaletests of seismic cable restrainer retrofits for simply supportedbridges[J].Journal of Bridge Engineering,2003,8(4):191~198.
[13]R DesRoches,M Delemont.Seismic retrofit of simplysupported bridges using shape memory alloys[J].EngineeringStructures,2002,24:325~332.
[14]B Andrawes,R DesRoches.Effect of hyperetic proper-ties of superelastic shape memory alloys on the seismic perfor-mance of structures[J].Structural Control and Health Monitor-ing,2007,14:301~320.
[15]AASHTO.2007.LRFD Bridge Design Specifications,4th Edition[S].American Association of State Highway andTransportation Officials,Washington DC.
[16]Seismic Design Criteria,Version1.4,Sacraments[S].California,California department of Transportation(CAL-TRANS),Division of Structures,2006.
[17]R DesRoches,G L Fenves.Design of seismic cablehinge restrainers for bridges[J].Journal of Structural Engineer-ing,2000,126(4):500~509.
[18]M Saiidi,M Randall,E Maragakis,et al.Seismic re-strainer design methods for simply supported bridges[J].Jour-nal of Bridge Engineering,2001,6(5):307~315.
[19]R DesRoches,G L Fenves.New design and analysis pro-cedures for intermediate hinges in multiple-frame bridges[R].Rep.No.UCB/EERC-97-12,Earthquake Engineering Re-search Center,University of California,Berkeley,1998.
[20]R DesRoches,G L Fenves.Simplified restrainer designprocedure for multiple-frame bridges[J].Earthquake Spectra,2001,7(4):551~567.
[21]朱文正,刘建新.公路桥梁防落梁系统研究现状述评[J].广州大学学报(自然科学版),2005,4(4):347~356.
[22]M J Randall,M Saiidi,E M Marragakis,et al.Restrain-er design procedures for multi-span simply-supported bridges[S].MCEER99-0011.
[23]戴福洪,翟桐.桥梁限位器抗震设计方法研究[J].地震工程与工程振动,2002,22(2):73~79.
[24]谢旭,吴善幸.考虑支座破坏影响的防止落梁装置地震响应[J].浙江大学学报(工学版),2006,40(12):2180~2185.
[25]黄小国,李建中,张哲.连续梁桥纵桥向防落梁装置结构模式对比研究[J].同济大学学报,2009,37(9):1146-1152.
[26]朱文正.公路桥梁减、抗震防落梁系统研究[D].西安:长安大学,2004.
[27]于海滟.梁式桥梁端支承长度及竖向减震措施研究[D].北京:北京交通大学,2010.
[28]孔艺达.梁式桥防落梁最小搭接长度初步研究[D].重庆:重庆交通大学,2010.
[2]王德钧,陈涛.日本桥梁抗震中的防落梁设计[J].河北工程大学学报(自然科学版),2009,26(4):13~16.
[3]交通运输部.JTG/T B02-01-2008.公路桥梁抗震设计细则[S].北京:人民交通出版社,2008.
[4]M J N Priestley,F Seible,G M Calvi.Seismic design andretrofit of bridges[M].New York:John Wiley&Sons,Inc.,1996.
[5]Hong Hao.A parametic study of the required seatinglength for bridge decks during earthquake[J].Earthquake En-gineering and Structural Dynamics,1998,27:91~103.
[6]Y S Yang,M J Priestley,J M Ricles.Longitudinal seis-mic response of bridge frames connected by restrainers.Rep.No.SSRP-94/09,Struct.Sys.Res.,University of California,San diego.
[7]M Saiidi,E A Maragakis,S Feng.Parameters in bridgerestrainer design for seismic retrofit[J].Journal of StructuralEngineering,ASCE,1996,122(1):61~68.
[8]P Trochalakis,M O Eberhard,J F Stanton.Design ofseismic restrainers for in-span hinges[J].Journal of StructuralEngineering,1997,123(4):469~478.
[9]R Jankowski,K wilde,Y Fujino.Reduction of poundingeffects in elevated bridges during earthquakes[J].EarthquakeEngineering and Structural Dynamics,2000,29:195~212.
[10]A G Vlassis.Update on analytical and experimental re-search on bridge restrainers[J].Transportation ResearchRecord,1996,177(2):132~138.
[11]A G Vlassis,E Maragakis,M Saiidi.Experimental eval-uation of longitudinal seismic performance of bridge restrainersat in-span hinges[J].Journal of Testing and Evaluations,2004,32(2):1~10.
[12]R DesRoches,T Pfeifer,R T Leon,et al.Full-scaletests of seismic cable restrainer retrofits for simply supportedbridges[J].Journal of Bridge Engineering,2003,8(4):191~198.
[13]R DesRoches,M Delemont.Seismic retrofit of simplysupported bridges using shape memory alloys[J].EngineeringStructures,2002,24:325~332.
[14]B Andrawes,R DesRoches.Effect of hyperetic proper-ties of superelastic shape memory alloys on the seismic perfor-mance of structures[J].Structural Control and Health Monitor-ing,2007,14:301~320.
[15]AASHTO.2007.LRFD Bridge Design Specifications,4th Edition[S].American Association of State Highway andTransportation Officials,Washington DC.
[16]Seismic Design Criteria,Version1.4,Sacraments[S].California,California department of Transportation(CAL-TRANS),Division of Structures,2006.
[17]R DesRoches,G L Fenves.Design of seismic cablehinge restrainers for bridges[J].Journal of Structural Engineer-ing,2000,126(4):500~509.
[18]M Saiidi,M Randall,E Maragakis,et al.Seismic re-strainer design methods for simply supported bridges[J].Jour-nal of Bridge Engineering,2001,6(5):307~315.
[19]R DesRoches,G L Fenves.New design and analysis pro-cedures for intermediate hinges in multiple-frame bridges[R].Rep.No.UCB/EERC-97-12,Earthquake Engineering Re-search Center,University of California,Berkeley,1998.
[20]R DesRoches,G L Fenves.Simplified restrainer designprocedure for multiple-frame bridges[J].Earthquake Spectra,2001,7(4):551~567.
[21]朱文正,刘建新.公路桥梁防落梁系统研究现状述评[J].广州大学学报(自然科学版),2005,4(4):347~356.
[22]M J Randall,M Saiidi,E M Marragakis,et al.Restrain-er design procedures for multi-span simply-supported bridges[S].MCEER99-0011.
[23]戴福洪,翟桐.桥梁限位器抗震设计方法研究[J].地震工程与工程振动,2002,22(2):73~79.
[24]谢旭,吴善幸.考虑支座破坏影响的防止落梁装置地震响应[J].浙江大学学报(工学版),2006,40(12):2180~2185.
[25]黄小国,李建中,张哲.连续梁桥纵桥向防落梁装置结构模式对比研究[J].同济大学学报,2009,37(9):1146-1152.
[26]朱文正.公路桥梁减、抗震防落梁系统研究[D].西安:长安大学,2004.
[27]于海滟.梁式桥梁端支承长度及竖向减震措施研究[D].北京:北京交通大学,2010.
[28]孔艺达.梁式桥防落梁最小搭接长度初步研究[D].重庆:重庆交通大学,2010.
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