梁式桥地震碰撞响应及防碰撞与落梁措施研究进展
|
摘要
简述了地震中观察到的桥梁结构地震碰撞现象,以及已经发展的各种模拟地震碰撞现象的理论分析模型。在此基础上,对桥梁碰撞反应发生机理、碰撞对结构构件抗震能力的影响以及有关防止碰撞发生及防止落梁的有效措施等方面的研究进展进行了回顾和总结。展望了有待进一步研究的问题,包括开展大比例尺的实桥模型地震碰撞试验研究、空间地震动对长跨梁式桥碰撞效应的影响、非规则梁桥的碰撞响应问题以及研究开发切实有效的防落梁措施等。
The bridge damage caused by earthquake-induced pounding is reviewed.Various analytical models used to simulate impact effect between bridge decks are presented.Then,research achievements of the seismic pounding responses of bridges are reviewed and summarized from the aspects of the pounding response mechanism of bridges,the influence of pounding on the seismic behavior of structure components and the valid measures for preventing pounding and span collapse.The areas required to further investigate are proposed,including developing experimental studies on seismic pounding of large-scale bridge model,spatial ground motion effect on seismic pounding of long-span girder bridges,seismic pounding problem of irregular girder bridges,and researching and developing the assuredly effective measures for preventing span collapse.
The bridge damage caused by earthquake-induced pounding is reviewed.Various analytical models used to simulate impact effect between bridge decks are presented.Then,research achievements of the seismic pounding responses of bridges are reviewed and summarized from the aspects of the pounding response mechanism of bridges,the influence of pounding on the seismic behavior of structure components and the valid measures for preventing pounding and span collapse.The areas required to further investigate are proposed,including developing experimental studies on seismic pounding of large-scale bridge model,spatial ground motion effect on seismic pounding of long-span girder bridges,seismic pounding problem of irregular girder bridges,and researching and developing the assuredly effective measures for preventing span collapse.
引文
[1]Mahin S A,Bertero V V,Chopra A K,et al.Response of the Olive Viewhospital main building during the San Fernando earthquake[R].Re-port No.EERC 76-22,University of California,Berkeley,1976.
[2]Jennings P C.Engineering features of the San Fernando earthquake of February 9,1971[R].Report No.EERL-71-02,Earthquake Engi-neering Research Laboratory,California Institute of Technology,Pasadena,1971.
[3]Astaneh A,Bertero V V,Bolt B A,et al.Preliminary report on the seismological and engineering aspects of the October 17,1989 Santa Cruz(Loma Prieta)earthquake[R].Report No.UCB/EERC-89/14,Earthquake Engineering Research Center,University of California,Berkeley,California,1989.
[4]Priestley MJ N,Seible F,Galvi G M.Seismic design and retrofit of bridge[M].Jonhn Wiley and Sons Inc.,1996.
[5]Earthquake Engineering Research Institute(EERI).Northridge earthquake of January 17,1994-Reconnaissance Report,Vol.1[R].ReportNo.95-03,1995,J.F.Hall,ed.,EERI,Oakland,California.
[6]Earthquake Engineering Research Institute(EERI).The Hyogo-Ken Nanbu Earthquake of January 17,1995-preliminary reconnaissance report[R].Report No.95-04,Oakland,CA,1995.
[7]Earthquake Engineering Research Institute(EERI).1999 Chi-Chi,Taiwan earthquake reconnaissance report[R].Report No.01-04,EERI,Oakland,Calif,2001.
[8]范立础.梁桥非线性地震反应分析—老滦河桥的震害分析[J].土木工程学报,1981,14(2):41-51.
[9]李乔,赵世春.汶川大地震工程震害分析[M].成都:西南交通大学出版社,2008.
[10]Anagnostopoulos S A,Spiliopoulos K V.An investigation of earthquake induced pounding between adjacent buildings[J].Earthquake Engineer-ing and Structural Dynamics.1992,21(4):289-302.
[11]Malhotra P K.Dynamic of seismic pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,1998,124(7):794-802.
[12]Jankowski R,Wilde K,Fujino Y.Reduction of pounding effects in elevated bridges during earthquakes[J].Earthquake Engineering and Struc-tural Dynamics,2000,29(2):195-212.
[13]Zanardo G,Hao H,Modena C.Seismic response of multi-span simply supported bridges to a spatially varying earthquake ground motion[J].Earthquake Engineering and Structural Dynamics,2002,31(6):1325-1345.
[14]S-HKim,Shinozuka M,.Effects of seismically induced pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,2003,129(11):1225-1234.
[15]Anagnostopoulos S A.Pounding of buildings in series during earthquakes[J].Earthquake Engineering and Structural Dynamics,1988,16(3):443-456.
[16]Jankowski R,Wilde K,Fujino Y.Pounding of superstructure segments in isolated elevated bridge during earthquakes[J].Earthquake Engineer-ing and Structural Dynamics,1998,27(5):487-502.
[17]Pantelides C P,Ma X.Linear and nonlinear pounding of structural systems[J].Computers and Structures,1998,66(1):79-92.
[18]Chau K T,Wei X X.Pounding of structures modeled as non-linear impacts of two oscillators[J].Earthquake Engineering and Structural Dynam-ics.2001,30(5):633-651.
[19]Muthukumar S,DesRoches R A.Hertz contact model with non-linear damping for pounding simulation[J].Earthquake Engineering and Structur-al Dynamics,2006,35(7):811-828.
[20]Jankowski R.Non-linear viscoelastic modeling of earthquake-induced structural pounding[J].Earthquake Engineering and Structural Dynamics,2005,34(6):595-611.
[21]Goldsmith W.Impact:the Theory and physical behavior of colliding solids[M].Edward Arnold:London,U.K.,1960.
[22]DesRoches R,Muthukumar S.Effect of pounding and restrainers on seismic response of multiple-frame bridges[J].Journal of Structural Engi-neering,ASCE,2002,128(7):860-869.
[23]Hao H,Liu X Y.Estimation of required separations between adjacent structures under spatial ground motions[J].Journal of Earthquake Engi-neering,1998,2(2):197-215.
[24]Hao H,Zhang S R.Spatial ground motion effect on relative displacement of adjacent building structures[J].Earthquake Engineering and Struc-tural Dynamics,1999,28(4):333-349.
[25]Hao H.Aparametric study of the required seating length for bridge decks during earthquakes[J].Earthquake Engineering and Structural Dynam-ics,1998,27(1):91-103.
[26]Kim S H,Lee S W.Dynamic behaviors of the bridge considering pounding and friction effects under seismic excitations[J].Journal of StructuralEngineering and Mechanics,2000,10:621-633.
[27]Saadeghvaziri MA,Yazdani-Motlagh A R,Rashidi S.Effects of soil-structure interaction on longitudinal seismic response of MSSS bridges[J].Soil Dynamics and Earthquake Engineering,2000,20(4):231-242.
[28]Chouw N,Hao H.Significance of SSI and Nonuniform Near-fault Ground Motions in Bridge Response I:Effect on Response with ConventionalExpansion Joint[J].Engineering Structures,2008,30(1):141-153.
[29]Chouw N,Hao H.Significance of SSI and Nonuniform Near-fault Ground Motions in Bridge ResponseⅡ:Effect on Response with Modular Ex-pansion Joint[J].Engineering Structures,2008,30(1):154-162.
[30]Caltrans Seismic Design Criteria.design manual-version 1.1[S],California Department of Transportation,Sacramento,1999.
[31]DesRoches R,Choi E,Leon R T,et al.Seismic response of multiple span steel bridges in central and southeastern United States:I As Built[J].Journal of Bridge Engineering,2004,9(5):464-472.
[32]Maragakis E,Douglas B,Vrontinos S.Classical Formulation of the impact between bridge deck and abutments during strong earthquake[C]∥Proceedings of the 6th Canadian Conference on Earthquake Engineering,University of Toronto Press,Toronto,1991,205-212.
[33]于海龙,朱晞.地震作用下梁式桥碰撞反应分析[J].中国铁道科学,2004,25(1):95-99.
[34]陈学喜,朱晞,高学奎.地震作用下桥梁梁体间的碰撞反应分析[J].中国铁道科学,2005,26(6):75-79.
[35]孟宪锋,朱晞.近场地震作用下高速铁路简支梁桥的碰撞行为[J].北京交通大学学报,2006,30(4):73-76.
[36]李建中,范立础.非规则梁桥纵向地震反应及碰撞效应[J].土木工程学报,2005,38(1):84-90.
[37]王东升,冯启民,翟桐.碰撞对桥梁结构地震反应影响的初步研究[J].工程力学(增刊),2002,p544-548.
[38]王东升,杨海红,王国新.考虑邻梁碰撞的多跨长简支梁桥落梁震害分析[J].中国公路学报,2005,18(3):54-59.
[39]王军文,李建中,范立础.非规则桥梁伸缩缝处的碰撞对地震反应的影响[J].土木工程学报,2006,39(1):54-59.
[40]王军文,张运波,李建中,等.地震动行波效应对连续梁桥纵向地震碰撞反应的影响[J].工程力学,2007,24(11):100-105.
[41]Kasai K,Jagiasi A R,Jeng V.Inelastic Vibration Phase Theory for Seismic Pounding Mitigation[J].Journal of Structural Engineering,ASCE,1996,122(10):1136-1146.
[42]Penzien J.Evaluation of Building Separation Distance Required to Prevent Pounding during Strong Earthquakes[J].Earthquake Engineering andStructural Dynamics,1997,26(8):849-858.
[43]Jeng V,Kasai K,Maison B F.A Spectral Difference Method to Estimate Building Separations to Avoid Pounding[J].Earthquake Spectra,1992,8(2):201-223.
[44]Hong HP,Wang S S,Hong HP.Critical Building Separation Distance in Reducing Pounding Risk under Earthquake Excitation[J].StructuralSafety,2003,25(3):287-303.
[45]Wang S S,Hong HP.Quantiles of Critical Separation Distance for Nonstationary Seismic Excitations[J].Engineering Structures,2006,28(7):985-991.
[46]Kim J M,Feng MQ,Shinozuka M.Energy Dissipating Restrainers for Highway Bridges[J].Journal of Soil Dynamics and Earthquake Engineer-ing,2000,19(1):65-69.
[47]Ruagnrassamee A,Kawashima K.Control of Nonlinear Bridge Response with Pounding Effect by Variable Dampers[J].Engineering Structures,2003,25(5):593-606.
[48]郭安薪,崔丽丽,李惠.地震作用下公路桥梁碰撞的半主动控制研究[J].地震工程与工程振动,2008,28(2):147-152.
[49]李忠献,周莉,岳福青.城市桥梁粘滞阻尼器防地震碰撞分析与参数设计[J].地震工程与工程振动,2006,26(5):195-200.
[50]李忠献,张勇,岳福青.地震作用下隔震简支梁桥碰撞反应的振动台试验[J].地震工程与工程振动,2007,27(2):152-157.
[51]Saiidi M,Maragakis E,Abdel-Ghaffar S,et al.Response of bridge hinge restrainers during earthquakes—Field performance,analysis,and de-sign[R].Report No.93/06,1993,Center for Civil Engineering Earthquake Research,University of Nevada,Reno,Nevada.
[52]Yang Y S,Priestley MJ N,Ricles J.Longitudinal seismic response of bridge frames connected by restrainers[R].Report No.UCSD/SSRP-94/09,Struct.Sys.Res.Proj.,University of California,San Diego,La Jolla,Calif,1994.
[53]Saiidi M,Maragakis E,Feng S.Parameters in bridge restrainer design for seismic retrofit[J].Journal of Structural Engineering,ASCE,1996,122(1):61-68.
[54]Trochalakis P,Eberhard MO,Stanton J F.Design of Seismic restrainers for in-span hinges[J].Journal of Structural Engineering,ASCE,1997,123(4):469-478.
[55]DesRoches R,Fenves G L.Design of Seismic Cable Hinge Restrainers for Bridges[J].Journal of Structural Engineering,ASCE,2000,126(4):500-509.
[56]DesRoches R,Fenves G L.Simplified Restrainer Design Procedure for Multiple-Frame Bridges[J].Earthquake Spectra,2001,7(4):551-567.
[57]Saiidi M,Randall M,Maragakis E,et al.Seismic restrainer design methods for simply supported bridges[J].Journal of Bridge Engineering,ASCE,2001,6(5):307-315.
[58]王军文,李建中,范立础.桥梁中抗震限位装置设计方法的研究[J].土木工程学报,2006,39(11):90-95.
[59]Ruangrassamee A,Kawashima K.Relative displacement response spectra with pounding effect[J].Earthquake Engineering and Structural Dy-namics,2001,30(10):1511-1538.
[2]Jennings P C.Engineering features of the San Fernando earthquake of February 9,1971[R].Report No.EERL-71-02,Earthquake Engi-neering Research Laboratory,California Institute of Technology,Pasadena,1971.
[3]Astaneh A,Bertero V V,Bolt B A,et al.Preliminary report on the seismological and engineering aspects of the October 17,1989 Santa Cruz(Loma Prieta)earthquake[R].Report No.UCB/EERC-89/14,Earthquake Engineering Research Center,University of California,Berkeley,California,1989.
[4]Priestley MJ N,Seible F,Galvi G M.Seismic design and retrofit of bridge[M].Jonhn Wiley and Sons Inc.,1996.
[5]Earthquake Engineering Research Institute(EERI).Northridge earthquake of January 17,1994-Reconnaissance Report,Vol.1[R].ReportNo.95-03,1995,J.F.Hall,ed.,EERI,Oakland,California.
[6]Earthquake Engineering Research Institute(EERI).The Hyogo-Ken Nanbu Earthquake of January 17,1995-preliminary reconnaissance report[R].Report No.95-04,Oakland,CA,1995.
[7]Earthquake Engineering Research Institute(EERI).1999 Chi-Chi,Taiwan earthquake reconnaissance report[R].Report No.01-04,EERI,Oakland,Calif,2001.
[8]范立础.梁桥非线性地震反应分析—老滦河桥的震害分析[J].土木工程学报,1981,14(2):41-51.
[9]李乔,赵世春.汶川大地震工程震害分析[M].成都:西南交通大学出版社,2008.
[10]Anagnostopoulos S A,Spiliopoulos K V.An investigation of earthquake induced pounding between adjacent buildings[J].Earthquake Engineer-ing and Structural Dynamics.1992,21(4):289-302.
[11]Malhotra P K.Dynamic of seismic pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,1998,124(7):794-802.
[12]Jankowski R,Wilde K,Fujino Y.Reduction of pounding effects in elevated bridges during earthquakes[J].Earthquake Engineering and Struc-tural Dynamics,2000,29(2):195-212.
[13]Zanardo G,Hao H,Modena C.Seismic response of multi-span simply supported bridges to a spatially varying earthquake ground motion[J].Earthquake Engineering and Structural Dynamics,2002,31(6):1325-1345.
[14]S-HKim,Shinozuka M,.Effects of seismically induced pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,2003,129(11):1225-1234.
[15]Anagnostopoulos S A.Pounding of buildings in series during earthquakes[J].Earthquake Engineering and Structural Dynamics,1988,16(3):443-456.
[16]Jankowski R,Wilde K,Fujino Y.Pounding of superstructure segments in isolated elevated bridge during earthquakes[J].Earthquake Engineer-ing and Structural Dynamics,1998,27(5):487-502.
[17]Pantelides C P,Ma X.Linear and nonlinear pounding of structural systems[J].Computers and Structures,1998,66(1):79-92.
[18]Chau K T,Wei X X.Pounding of structures modeled as non-linear impacts of two oscillators[J].Earthquake Engineering and Structural Dynam-ics.2001,30(5):633-651.
[19]Muthukumar S,DesRoches R A.Hertz contact model with non-linear damping for pounding simulation[J].Earthquake Engineering and Structur-al Dynamics,2006,35(7):811-828.
[20]Jankowski R.Non-linear viscoelastic modeling of earthquake-induced structural pounding[J].Earthquake Engineering and Structural Dynamics,2005,34(6):595-611.
[21]Goldsmith W.Impact:the Theory and physical behavior of colliding solids[M].Edward Arnold:London,U.K.,1960.
[22]DesRoches R,Muthukumar S.Effect of pounding and restrainers on seismic response of multiple-frame bridges[J].Journal of Structural Engi-neering,ASCE,2002,128(7):860-869.
[23]Hao H,Liu X Y.Estimation of required separations between adjacent structures under spatial ground motions[J].Journal of Earthquake Engi-neering,1998,2(2):197-215.
[24]Hao H,Zhang S R.Spatial ground motion effect on relative displacement of adjacent building structures[J].Earthquake Engineering and Struc-tural Dynamics,1999,28(4):333-349.
[25]Hao H.Aparametric study of the required seating length for bridge decks during earthquakes[J].Earthquake Engineering and Structural Dynam-ics,1998,27(1):91-103.
[26]Kim S H,Lee S W.Dynamic behaviors of the bridge considering pounding and friction effects under seismic excitations[J].Journal of StructuralEngineering and Mechanics,2000,10:621-633.
[27]Saadeghvaziri MA,Yazdani-Motlagh A R,Rashidi S.Effects of soil-structure interaction on longitudinal seismic response of MSSS bridges[J].Soil Dynamics and Earthquake Engineering,2000,20(4):231-242.
[28]Chouw N,Hao H.Significance of SSI and Nonuniform Near-fault Ground Motions in Bridge Response I:Effect on Response with ConventionalExpansion Joint[J].Engineering Structures,2008,30(1):141-153.
[29]Chouw N,Hao H.Significance of SSI and Nonuniform Near-fault Ground Motions in Bridge ResponseⅡ:Effect on Response with Modular Ex-pansion Joint[J].Engineering Structures,2008,30(1):154-162.
[30]Caltrans Seismic Design Criteria.design manual-version 1.1[S],California Department of Transportation,Sacramento,1999.
[31]DesRoches R,Choi E,Leon R T,et al.Seismic response of multiple span steel bridges in central and southeastern United States:I As Built[J].Journal of Bridge Engineering,2004,9(5):464-472.
[32]Maragakis E,Douglas B,Vrontinos S.Classical Formulation of the impact between bridge deck and abutments during strong earthquake[C]∥Proceedings of the 6th Canadian Conference on Earthquake Engineering,University of Toronto Press,Toronto,1991,205-212.
[33]于海龙,朱晞.地震作用下梁式桥碰撞反应分析[J].中国铁道科学,2004,25(1):95-99.
[34]陈学喜,朱晞,高学奎.地震作用下桥梁梁体间的碰撞反应分析[J].中国铁道科学,2005,26(6):75-79.
[35]孟宪锋,朱晞.近场地震作用下高速铁路简支梁桥的碰撞行为[J].北京交通大学学报,2006,30(4):73-76.
[36]李建中,范立础.非规则梁桥纵向地震反应及碰撞效应[J].土木工程学报,2005,38(1):84-90.
[37]王东升,冯启民,翟桐.碰撞对桥梁结构地震反应影响的初步研究[J].工程力学(增刊),2002,p544-548.
[38]王东升,杨海红,王国新.考虑邻梁碰撞的多跨长简支梁桥落梁震害分析[J].中国公路学报,2005,18(3):54-59.
[39]王军文,李建中,范立础.非规则桥梁伸缩缝处的碰撞对地震反应的影响[J].土木工程学报,2006,39(1):54-59.
[40]王军文,张运波,李建中,等.地震动行波效应对连续梁桥纵向地震碰撞反应的影响[J].工程力学,2007,24(11):100-105.
[41]Kasai K,Jagiasi A R,Jeng V.Inelastic Vibration Phase Theory for Seismic Pounding Mitigation[J].Journal of Structural Engineering,ASCE,1996,122(10):1136-1146.
[42]Penzien J.Evaluation of Building Separation Distance Required to Prevent Pounding during Strong Earthquakes[J].Earthquake Engineering andStructural Dynamics,1997,26(8):849-858.
[43]Jeng V,Kasai K,Maison B F.A Spectral Difference Method to Estimate Building Separations to Avoid Pounding[J].Earthquake Spectra,1992,8(2):201-223.
[44]Hong HP,Wang S S,Hong HP.Critical Building Separation Distance in Reducing Pounding Risk under Earthquake Excitation[J].StructuralSafety,2003,25(3):287-303.
[45]Wang S S,Hong HP.Quantiles of Critical Separation Distance for Nonstationary Seismic Excitations[J].Engineering Structures,2006,28(7):985-991.
[46]Kim J M,Feng MQ,Shinozuka M.Energy Dissipating Restrainers for Highway Bridges[J].Journal of Soil Dynamics and Earthquake Engineer-ing,2000,19(1):65-69.
[47]Ruagnrassamee A,Kawashima K.Control of Nonlinear Bridge Response with Pounding Effect by Variable Dampers[J].Engineering Structures,2003,25(5):593-606.
[48]郭安薪,崔丽丽,李惠.地震作用下公路桥梁碰撞的半主动控制研究[J].地震工程与工程振动,2008,28(2):147-152.
[49]李忠献,周莉,岳福青.城市桥梁粘滞阻尼器防地震碰撞分析与参数设计[J].地震工程与工程振动,2006,26(5):195-200.
[50]李忠献,张勇,岳福青.地震作用下隔震简支梁桥碰撞反应的振动台试验[J].地震工程与工程振动,2007,27(2):152-157.
[51]Saiidi M,Maragakis E,Abdel-Ghaffar S,et al.Response of bridge hinge restrainers during earthquakes—Field performance,analysis,and de-sign[R].Report No.93/06,1993,Center for Civil Engineering Earthquake Research,University of Nevada,Reno,Nevada.
[52]Yang Y S,Priestley MJ N,Ricles J.Longitudinal seismic response of bridge frames connected by restrainers[R].Report No.UCSD/SSRP-94/09,Struct.Sys.Res.Proj.,University of California,San Diego,La Jolla,Calif,1994.
[53]Saiidi M,Maragakis E,Feng S.Parameters in bridge restrainer design for seismic retrofit[J].Journal of Structural Engineering,ASCE,1996,122(1):61-68.
[54]Trochalakis P,Eberhard MO,Stanton J F.Design of Seismic restrainers for in-span hinges[J].Journal of Structural Engineering,ASCE,1997,123(4):469-478.
[55]DesRoches R,Fenves G L.Design of Seismic Cable Hinge Restrainers for Bridges[J].Journal of Structural Engineering,ASCE,2000,126(4):500-509.
[56]DesRoches R,Fenves G L.Simplified Restrainer Design Procedure for Multiple-Frame Bridges[J].Earthquake Spectra,2001,7(4):551-567.
[57]Saiidi M,Randall M,Maragakis E,et al.Seismic restrainer design methods for simply supported bridges[J].Journal of Bridge Engineering,ASCE,2001,6(5):307-315.
[58]王军文,李建中,范立础.桥梁中抗震限位装置设计方法的研究[J].土木工程学报,2006,39(11):90-95.
[59]Ruangrassamee A,Kawashima K.Relative displacement response spectra with pounding effect[J].Earthquake Engineering and Structural Dy-namics,2001,30(10):1511-1538.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心