桥梁结构地震碰撞问题理论分析模型及试验研究进展
|
摘要
介绍了桥梁结构地震碰撞效应理论分析模型及相关试验研究的最新进展情况。对最近30年来的强地震中发生的桥梁结构地震碰撞损坏现象进行了回顾,评述了已经发展的各种桥梁地震碰撞作用模拟方法,主要分为恢复系数法和接触单元法两类;其中接触单元法又包括线性弹簧单元模型、Kelvin模型、Hertz模型、Hertz-damp模型、改进的Hertz-damp模型以及三维接触-摩擦模型。同时又介绍了有关结构地震碰撞的试验研究进展情况并展望了有待进一步研究的问题。
Advances in analytical models and experimental studies on earthquake-induced pounding between adjacent bridge decks are introduced.The bridge damage in the past 30 years induced by seismic pounding of strong earthquake are reviewed,various analytical models used to simulate impact effect between bridge decks are presented,which include impact-restitution approach and contact-element approach.The contact-element approach includes the linear spring element model,Kelvin-Voigt element model,Hertz model,Hertz-damp model,updated Hertz-damp model and 3D contact-friction model.The state-of-the-arts of experimental studies on earthquake-induced pounding are presented and the areas required to further investigate are proposed.
Advances in analytical models and experimental studies on earthquake-induced pounding between adjacent bridge decks are introduced.The bridge damage in the past 30 years induced by seismic pounding of strong earthquake are reviewed,various analytical models used to simulate impact effect between bridge decks are presented,which include impact-restitution approach and contact-element approach.The contact-element approach includes the linear spring element model,Kelvin-Voigt element model,Hertz model,Hertz-damp model,updated Hertz-damp model and 3D contact-friction model.The state-of-the-arts of experimental studies on earthquake-induced pounding are presented and the areas required to further investigate are proposed.
引文
[1]Bertero V V.Observations on structural pounding[C]//Proceedings International Conference on Mexico Earthquakes,ASCE,1987:264-278.
[2]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.
[3]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.
[4]Priestley M J N,Seible F,Galvi G M.Seismic design and retrofit of bridge[M].New Jersey:Jonhn Wiley and Sons Inc,1996.
[5]范立础.梁桥非线性地震反应分析[J].土木工程学报.1981,14(2):41-51.
[6]Earthquake Engineering Research Institute(EERI).Northridge Earthquake of January 17,1994-reconnaissance report[R].Oakland,California,1995.
[7]Earthquake Engineering Research Institute(EERI).The Hyogo-Ken Nanbu Earthquake of January 17,1995-preliminary reconnaissance report[R].Oakland,California,1995.
[8]Earthquake Engineering Research Institute(EERI).1999 Chi-Chi,Taiwan earthquake reconnaissance report[R].Oakland,California,2001.
[9]Malhotra P K,Huang M J,Shaksl A F.Seismic interaction at separation joints of an instrumented concrete bridge[J].Earthquake Engineering and Structural Dynamics,1995,24(8):1055-1067.
[10]Huang M J,Shaksl A F.CSMIP strong-motion instrumentation and records from i10/215 interchange bridge near san bernardino[J].Earthquake Spectral,1995,11(2):193-215.
[11]Anagnostopoulos S A,Spiliopoulos K V.An investigation of earthquake induced pounding between adjacent buildings[J].Earthquake Engineering and Structural Dynamics,1992,21(4):289-302.
[12]Azevedo J,Bento R.Design criteria for buildings subjected to pounding[C]//The Eleventh World Conference on Earthquake Engineering,Acapulco,Mexico,1996:23-28.
[13]Zhu P,Abe M,Fujino Y.Modeling three-dimensional non-linear seismic performance of elevated bridges with emphasis on pounding of girders[J].Earthquake Engineering and Structural Dynamics,2002,31(11):1891-1913.
[14]Papadrakakis M,Mouzakis H,Plevris N,et al.A Lagrange multiplier solution method for pounding of buildings during earthquakes[J].Earthquake Engineering and Structural Dynamics,1991,20(11):981-998.
[15]Athanassiadou C J,Penelis G G,Kappos A J.Seismic response of adjacent buildings with similar or different dynamic characteristics[J].Earthquake Spectra,1994,10(2):293-317.
[16]DesRoches R,Fenves G L.New design and analysis procedures for intermediate hinges in multiple frame bridges[R]//Report No.UCB/EERC-97/12,Earthquake Engineering Research Center,University of California,Berkeley,1997.
[17]Malhotra P K.Dynamic of seismic pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,1998,124(7):794-802.
[18]Maison B F,Kasai K.Analysis for type of structural pounding[J].Journal of Structural Engineering,ASCE,1990,116(4):957-975.
[19]Maison B F,Kasai K.Dynamics of pounding when two buildings collide[J].Earthquake Engineering and Structural Dynamics,1992,21(9):771-786.
[20]Filiatrault A,Wagner P,Cherry S.Analytical prediction of experimental building pounding[J].Earthquake Engineering and Structural Dynamics,1995,24(8):1131-1154.
[21]Jankowski R,Wilde K,Fujino Y.Reduction of pounding effects in elevated bridges during earthquakes[J].Earthquake Engineering and Structural Dynamics,2000,29(2):195-212.
[22]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.
[23]Kim S H,Shinozuka M.Effects of seismically induced pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,2003,129(11):1225-1234.
[24]Anagnostopoulos S A.Pounding of buildings in series during earthquakes[J].Earthquake Engineering and Structural Dynamics,1988,16(3):443-456.
[25]Jankowski R,Wilde K,Fujino Y.Pounding of superstructure segments in isolated elevated bridge during earthquakes[J].Earthquake Engineering and Structural Dynamics,1998,27(5):487-502.
[26]王东升,冯启民,王国新.基于直杆共轴碰撞理论的桥梁地震反应邻梁碰撞分析模型[J].工程力学,2004,21(2):157-166.
[27]王东升,王国新,冯启民.桥梁结构地震反应邻梁碰撞分析等效刚体模型[J].工程力学,2004,21(4):81-85.
[28]Goldsmith W.Impact:the theory and physical behavior of colliding solids[M].London:Edward Arnold,1960.
[29]Johnson K L.接触力学[M].徐秉业,译.北京:高等教育出版社,1992.
[30]Van Mier J G M,Pruijssers A F,Rienhardt H W,et al.Load-time response of colliding concrete bodies[J].Journal of Structural Engineering,ASCE,1991,117(2):354-374.
[31]Davis R O.Pounding of buildings modeled by an impact oscillator[J].Earthquake Engineering and Structural Dynamics,1992,21(3):253-274.
[32]Jing H S,Young M.Impact interactions between two vibration systems under random excitation[J].Earthquake Engineering and Structural Dynamics,1991,20(7):667-681.
[33]Pantelides C P,Ma X.Linear and nonlinear pounding of structural systems[J].Computers and Structures,1998,66(1):79-92.
[34]Chau K T,Wei X X.Pounding of structures modeled as non-linear impacts of two oscillators[J].Earthquake Engineering and Structural Dynamics,2001,30(5):633-651.
[35]Chau K T,Wei X X,Guo X,et al.Experimental and theoretical simulations of seismic poundings between two adjacent structures[J].Earthquake Engineering and Structural Dynamics,2003,32(4):537-554.
[36]Papadrakakis M,Mouzakis H P.Earthquake simulator testing of pounding between adjacent buildings[J].Earthquake Engineering and Structural Dynamics,1995,24(6):811-834.
[37]Muthukumar S,DesRoches R A.Hertz contact model with non-linear damping for pounding simulation[J].Earthquake Engineering and Structural Dynamics,2006,35(7):811-828.
[38]Muthukumar S.A contact element approach with hysteresis damping for the analysis and design of pounding in bridges[D].Georgia:Georgia Institute of Technology,2003.
[39]李忠献,岳福青,周莉.地震时桥梁碰撞分析的等效Kelvin撞击模型[J].工程力学,2008,25(4):128-132.
[40]Jankowski R.Non-linear viscoelastic model of structural pounding[C]//The 13th World Conference on Earthquake Engineering,Vancouver,Canada,2004.
[41]Jankowski R.Non-linear viscoelastic modeling of earthquake-induced structural pounding[J].Earthquake Engineering and Structural Dynamics,2005,34(6):595-611.
[42]Jankowski R.Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding[J].Earthquake Engineering and Structural Dynamics,2006,35(4):517-524.
[43]Jankowski R.Theoretical and experimental assessment of parameters for the non-linear viscoelastic model of structural pounding[J].Journal of Theoretical and Applied Mechanics,2007,45(4):931-942.
[44]Kajita Y.Fundamental study on seismic evaluation of elevated bridge systems with consideration of pounding of girders[D].Kyoto:Kyoto University,2000.
[45]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.
[2]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.
[3]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.
[4]Priestley M J N,Seible F,Galvi G M.Seismic design and retrofit of bridge[M].New Jersey:Jonhn Wiley and Sons Inc,1996.
[5]范立础.梁桥非线性地震反应分析[J].土木工程学报.1981,14(2):41-51.
[6]Earthquake Engineering Research Institute(EERI).Northridge Earthquake of January 17,1994-reconnaissance report[R].Oakland,California,1995.
[7]Earthquake Engineering Research Institute(EERI).The Hyogo-Ken Nanbu Earthquake of January 17,1995-preliminary reconnaissance report[R].Oakland,California,1995.
[8]Earthquake Engineering Research Institute(EERI).1999 Chi-Chi,Taiwan earthquake reconnaissance report[R].Oakland,California,2001.
[9]Malhotra P K,Huang M J,Shaksl A F.Seismic interaction at separation joints of an instrumented concrete bridge[J].Earthquake Engineering and Structural Dynamics,1995,24(8):1055-1067.
[10]Huang M J,Shaksl A F.CSMIP strong-motion instrumentation and records from i10/215 interchange bridge near san bernardino[J].Earthquake Spectral,1995,11(2):193-215.
[11]Anagnostopoulos S A,Spiliopoulos K V.An investigation of earthquake induced pounding between adjacent buildings[J].Earthquake Engineering and Structural Dynamics,1992,21(4):289-302.
[12]Azevedo J,Bento R.Design criteria for buildings subjected to pounding[C]//The Eleventh World Conference on Earthquake Engineering,Acapulco,Mexico,1996:23-28.
[13]Zhu P,Abe M,Fujino Y.Modeling three-dimensional non-linear seismic performance of elevated bridges with emphasis on pounding of girders[J].Earthquake Engineering and Structural Dynamics,2002,31(11):1891-1913.
[14]Papadrakakis M,Mouzakis H,Plevris N,et al.A Lagrange multiplier solution method for pounding of buildings during earthquakes[J].Earthquake Engineering and Structural Dynamics,1991,20(11):981-998.
[15]Athanassiadou C J,Penelis G G,Kappos A J.Seismic response of adjacent buildings with similar or different dynamic characteristics[J].Earthquake Spectra,1994,10(2):293-317.
[16]DesRoches R,Fenves G L.New design and analysis procedures for intermediate hinges in multiple frame bridges[R]//Report No.UCB/EERC-97/12,Earthquake Engineering Research Center,University of California,Berkeley,1997.
[17]Malhotra P K.Dynamic of seismic pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,1998,124(7):794-802.
[18]Maison B F,Kasai K.Analysis for type of structural pounding[J].Journal of Structural Engineering,ASCE,1990,116(4):957-975.
[19]Maison B F,Kasai K.Dynamics of pounding when two buildings collide[J].Earthquake Engineering and Structural Dynamics,1992,21(9):771-786.
[20]Filiatrault A,Wagner P,Cherry S.Analytical prediction of experimental building pounding[J].Earthquake Engineering and Structural Dynamics,1995,24(8):1131-1154.
[21]Jankowski R,Wilde K,Fujino Y.Reduction of pounding effects in elevated bridges during earthquakes[J].Earthquake Engineering and Structural Dynamics,2000,29(2):195-212.
[22]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.
[23]Kim S H,Shinozuka M.Effects of seismically induced pounding at expansion joints of concrete bridges[J].Journal of Engineering Mechanics,ASCE,2003,129(11):1225-1234.
[24]Anagnostopoulos S A.Pounding of buildings in series during earthquakes[J].Earthquake Engineering and Structural Dynamics,1988,16(3):443-456.
[25]Jankowski R,Wilde K,Fujino Y.Pounding of superstructure segments in isolated elevated bridge during earthquakes[J].Earthquake Engineering and Structural Dynamics,1998,27(5):487-502.
[26]王东升,冯启民,王国新.基于直杆共轴碰撞理论的桥梁地震反应邻梁碰撞分析模型[J].工程力学,2004,21(2):157-166.
[27]王东升,王国新,冯启民.桥梁结构地震反应邻梁碰撞分析等效刚体模型[J].工程力学,2004,21(4):81-85.
[28]Goldsmith W.Impact:the theory and physical behavior of colliding solids[M].London:Edward Arnold,1960.
[29]Johnson K L.接触力学[M].徐秉业,译.北京:高等教育出版社,1992.
[30]Van Mier J G M,Pruijssers A F,Rienhardt H W,et al.Load-time response of colliding concrete bodies[J].Journal of Structural Engineering,ASCE,1991,117(2):354-374.
[31]Davis R O.Pounding of buildings modeled by an impact oscillator[J].Earthquake Engineering and Structural Dynamics,1992,21(3):253-274.
[32]Jing H S,Young M.Impact interactions between two vibration systems under random excitation[J].Earthquake Engineering and Structural Dynamics,1991,20(7):667-681.
[33]Pantelides C P,Ma X.Linear and nonlinear pounding of structural systems[J].Computers and Structures,1998,66(1):79-92.
[34]Chau K T,Wei X X.Pounding of structures modeled as non-linear impacts of two oscillators[J].Earthquake Engineering and Structural Dynamics,2001,30(5):633-651.
[35]Chau K T,Wei X X,Guo X,et al.Experimental and theoretical simulations of seismic poundings between two adjacent structures[J].Earthquake Engineering and Structural Dynamics,2003,32(4):537-554.
[36]Papadrakakis M,Mouzakis H P.Earthquake simulator testing of pounding between adjacent buildings[J].Earthquake Engineering and Structural Dynamics,1995,24(6):811-834.
[37]Muthukumar S,DesRoches R A.Hertz contact model with non-linear damping for pounding simulation[J].Earthquake Engineering and Structural Dynamics,2006,35(7):811-828.
[38]Muthukumar S.A contact element approach with hysteresis damping for the analysis and design of pounding in bridges[D].Georgia:Georgia Institute of Technology,2003.
[39]李忠献,岳福青,周莉.地震时桥梁碰撞分析的等效Kelvin撞击模型[J].工程力学,2008,25(4):128-132.
[40]Jankowski R.Non-linear viscoelastic model of structural pounding[C]//The 13th World Conference on Earthquake Engineering,Vancouver,Canada,2004.
[41]Jankowski R.Non-linear viscoelastic modeling of earthquake-induced structural pounding[J].Earthquake Engineering and Structural Dynamics,2005,34(6):595-611.
[42]Jankowski R.Analytical expression between the impact damping ratio and the coefficient of restitution in the non-linear viscoelastic model of structural pounding[J].Earthquake Engineering and Structural Dynamics,2006,35(4):517-524.
[43]Jankowski R.Theoretical and experimental assessment of parameters for the non-linear viscoelastic model of structural pounding[J].Journal of Theoretical and Applied Mechanics,2007,45(4):931-942.
[44]Kajita Y.Fundamental study on seismic evaluation of elevated bridge systems with consideration of pounding of girders[D].Kyoto:Kyoto University,2000.
[45]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.
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