公路桥梁防落梁系统研究现状述评
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
桥梁上部结构的落梁是桥梁倒塌的主要原因之一.如果作用在结构上的地震力足以使支座破坏,则上部结构很容易从支承上脱落.防落梁系统是一种新型的减、抗震设计和加固方法,由梁搁置长度、限位装置、连梁装置等三部分组成,其主要功能是阻止梁从支承上脱落.文章综述了国内外防落梁系统中梁搁置长度、限位装置、连梁装置、梁间碰撞和缓冲装置等的研究进展,分析了各国抗震设计规范对防落梁系统的规定,同时对防落梁系统在国内的发展和应用提出了建议.
The primary failure leading to collapse is identified as unseating of superstructures at the expansion joints and abutments.If seismic force on the structure is large enough to fail the bearings,then the superstructure becomes vulnerable to unseating at the supports.Collapse-proof system is a new method for seismic design and retrofitting,and the main purpose is to prevent the girders from falling off their supports.Collapse-proof systems of bridges consist of unseating prevention devices,seismic restrainers and adequate seat length.Present technologies of adequate seat length,restrainers,unseating prevention device,pounding between girders and bumper device are reviewed. The prescripts of the anti-seismic criteria for many countries are analyzed.Some suggestions on the use and research of collapse-proof systems in China are proposed.
引文
[1]American Association of State Highway and Transportation Officials,Standard specifications for highway bridges,Division I-A Seis-mic design[S].sixteenth edition,1996.
    [2]Seismic Design Criteria,Version1.1,Sacraments[S],California,California department of Transportation(CALTRANS),Division ofStrcutures,1997.
    [3]Michel Bruneau.Performance of steel bridges during the 1995 Hyogoken-Nanbu(Kobe,Japan)earthquake-a North American per-spective[J].Engineering Structures,1998,20(12):1063-1078.
    [4]Yang Y S.Aspects of modeling of reinforced concrete bridge structures for dynamic time history analysis[D].PhD thesis,Univ ofCalifornia,San Diego,Calif,1994.
    [5]日本道路协会.道路桥示方书.同解说,V耐震设计编[S].2002(in Japanese).
    [6]JTJ004-89,公路工程抗震设计规范[S].JTJ004-89,Specifications of Earthquake Resistant Design for Highway Engineering[S].
    [7]刘健新,胡兆同,李子青.公路桥梁减震装置及设计方法研究[R].西安:长安大学,2000.LIU Jian-Xin,HU Zhao-Tong,LI Zi-Qing.Research on design method and damping devices for bridge[R].Xi’an:Chang’an U-niversity,2000.
    [8]Saiidi M,Randall M,Maragakis E,et al.Seismic restrainers design methods for simply supported bridges[J].Journal of BridgeEngineering,2001,6(5):307-315.
    [9]Panos Trochalakis.Design of seismic restrainers for in-span hinges[J].Journal of Structural Engineering,ASCE,1996,123(4):62-68.
    [10]Matthew J Randall,M Saiidi,E Makos Marragakis,et al.Restrainer design procedures for multi-span simply-supported bridges[A].MCEER-99-0011[C].
    [11]Reginald DesRoches,Gregory L Fenves.Design procedures for hinge restrainer and hinge seat width for multiple-frame bridges[A].MCEER-98-0013[C].
    [12]Yang R,M J N Priestley,F Seible,et al.Longitudinal seismic response of bridge frames connected by restrainers[A].StructuralSystems Research Project,Report SS-RP-94/09[C].University of California,San Diego,August 1994.
    [13]Yang Y S,Priestley M J N,and Riclea J.Longitudinal seismic response of bridge frames connected by restrainers[A].Rep.No.UCSD/SSRP-94/09,Struct.Sys.Res.Proj[C].University of California.San Diego,La Jolla,Calif.
    [14]Trochalakis P,Eberhard M O,Stanton J F.Design of seismic restrainers for in-span hinges[J].J Struct Engrg,ASCE,1996,122(1):62-68.
    [15]Kawashima K,Sato T.Relative displacement response spectrum and it’s application[A].Proc.11th world conf.On EarthquakeEngrg.[C].
    [16]Abdel Ghaffar S,Feng S,O’Connor D.Response of bridge hinge restrainers during earth-quakes-field performance,analysis,anddesign[A].Rep No CCEER 93/06,Ctr For Civ Engrg.Earthquake Research[C].University of Nevada,Reno,Nev.
    [17]DesRoches R,Fenves G L.New design and analysis procedures for intermediate hinges in multiple-frame bridges[A].Rep NoUBC/EERC-97/12,Earthquake Engrg.Res.Ctr.[C].University of California,Berkeley,Calif.
    [18]Saiidi M,Maragakis E,Feng S.Parameters in bridge restrainer design for seismic retrofit[J].J Struct Engrg,ASCE,1996,122(1):51-61.
    [19]Vlassis,Anastasios G.Update on analytical and experimental research on bridge restrainers[J].Transp Res Rec,1996,177(2):132-138.
    [20]DesRoches Reginald,Fenves,Gregory L.Simplified restrainer design procedure for multiple-frame bridges[J].Earthquake Spec-tra,1995,17(4):551-567.
    [21]DesRoches Reginald,Fenves,Gregory L.Design of seismic cable hinge restrainers for bridges[J].J Struct Eng,2000,126(5):500-509.
    [22]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):89-93.DAI Fu-Hong,ZHAI Tong.Research on seismic design of restrainer for bridge[J].Earthquake Engineering and Engineering Vi-bration,2002,22(2):89-93.
    [23]Grasser E J,Cozzarelli F A.Shape memory alloys as new materials for seismic isolation[J].J Eng Mech ASCE,1991,117(11):590-608.
    [24]Inaudi J,Kelly J M.Experiments on tuned mass dampers using viscoelastic,frictional and shape memory alloy materials[A].FirstWorld Conference on Structural Control[C].1994.
    [25]Sweeney S C,Hayes J R.Shape memory alloy dampers for seismic rehabilitation of existing buildings[A].In:Proceedings of the27th Joint Meeting-Wind and Seismic Effects[C].1995.
    [26]Clark P.Experimental and analytical studies of shape memory alloy dampers for structural control[A].In:SPIE Smart MaterialsConference Proceedings[C].1996.
    [27]Wilde K,Gardoni P,Fujino Y.Base isolation system with shape memory alloy devices for elevated highway bridges[J].EngStruct,2001,23(4):222-229.
    [28]Adachi Y,Unjoh S.Experimental study on seismic response control of bridges by damping devices using shape memory alloys[R].Chichester,England,Wiley,1999.
    [29]R DesRoches.Seismic mitigation of bridges using smart restrainers[A].Proc.SPIE Int Soc Opt Eng[C].1992.
    [30]R DesRoches,M Delemont.Seismic retrofit of simply supported bridges using shape memory alloys[J].Engineering Structures,2002,24(5):325-332.
    [31]Klosek J T,Deodatis G,Shinozuka M.The Gavin canyon undercrossing:failure analysis under seismic loading and a retrofittingproposal using spring-damper systems[A].Proceed-ings of the National Science Conference on Bridges and Highways[C],SanDiego,CA,1995.
    [32]Feng M Q,Kim J M,Shinozuka M.Visco-elastic dampers at expansion joints for seismic protection of bridges[J].Journal ofBridge Engineering,2000,5(2):105-111.
    [33]Feng M Q,Kim J M,Shinozuka M.Energy dissipating restrainers for highway bridges[J].Soil Dynamics and Earthquake Engi-neering,2000,19(1):65-69.
    [34]Shinozuka M,Kim J M,Purasinghe R.Use of visco-elastic dampers at expansion joints to suppress seismic vibration of bridges[A].Proceedings of the National Seismic Conference on Bridges and Highways[C].Sacramento,CA,1997.
    [35]Tseng W S,Penzien J.Analytical investigations of the seismic response of long multiple-span highway bridges[A].Report No.EERC-73-12,Earthquake Engineering Research Center[C].University of California,Berkeley,1973.
    [36] Kawashima K, Penzien,J. Correlative investigation on theoretical and experimental dynamic behavior of a model bridge structure [A]. Report No. EERC-76-26, Earthquake Engineering Research Center[C]. University of California, Berkeley,1976.
    [37]#12
    [38]#12
    [39]王东升,冯启民.桥梁非线性地震反应分析若干问题研究现状[J].地震工程与王程振动,2002,22(1):61-66.
    WANG Dong-Sheng, FENG Qi-Min. State-of-the-art of nonlinear seismic response analysis of RC bridge[J]. Earthquake Engineering and Engineering Vibration,2002, 22(1):61-66.
    [40] Jankowski R, Wilde K, Fujino Y. Pounding of superstructure segments in isolated elevated bridge during earthquakes[J]. Earthquake Engineering and Structural Dynamics,1998, 27(6): 478 - 502.
    [41] R Jankowsi, K Wilde, Y Fujino. Reduction of Pounding Effects in Elevated Bridges during Earthquakes[J]. Earthquake Eng Stru Dyn, 2000, 29(2): 195-212.
    [42] Saiidi M S, Maragakis E, Feng S. Parameters in bridge restrainer design for seismic retrofit[J]. Journal of Structural Engineering, ASCE, 19%, 122(1): 55-61.
    [43] K Kawashima. Seismic Design and Retrofit of Bridge[A]. 12 WCEE[C], New Zealand, 2000.
    [44] Anagaostopoulos S A, Spiliopulos K V. An investigation of earthquake induced pounding between adjacent buildings[J]. Earthquake Engineering and Structural Dynamics , 1992, 21(3): 289 - 302.
    [45] Kasai K, Jagiasi A R, Jeng V. Inelastic vibration phase theory for seismic pounding mitiga-tion[J]. Journal of Structural Engineering, ASCE, 1996, 122(10): 1136-1159.
    [46] Penzien J. Evaluation on building separation distance required to prevent pounding during strong earthquakes[J]. Earthquake Engineering and Structural Dynamics , 1997, 26( 12) : 849 - 858.
    [47] Anagnostopoulos S A. Pounding of buildings in series during earthquakes[J]. Earthquake Engineering and Structural Dynamics, 1988, 17(6): 443-456.
    [48] Robert Jankowaski,Krzysztof Wilde, Yozo Fujino. Pounding of superstructure segments in isolated elevated bridge during earth-quakes[J] . Earthquake Engineering and Structural Dynamics, 1998, 27(7): 487-502.
    [49] Praveen K Malhotra. Dynamics of seismic pounding at expansion joints of concrete bridges [J]. Journal of Engineering Mechanics, 1998, 124(7): 794-802.
    [50] Raymond M Brach. Rigid body collisions[J]. Journal of Applied Mechanics, 1989, 56(2): 133-138.
    [51] Papadrakakis M. Three-dimensional simulation of structural pounding during earthquakes[J] . Journal of Engineering Mechanics, 1996, 122(5): 423-431.
    [52]#12
    [53]#12
    [54]#12
    [55]#12
    [56]#12
    [57]潤田久也,西岡敬治,金治英貞,宇野裕惠.緩冲性のぁる落橋防止装置[R].第51回年次學術講演會概要集,I-
     B308,1997.
    [58]關惟忠.緩冲性のぁる落橋防止裝置[J].橋梁と基礎97-1.
    [59]窪田賢司,菅野匡,飯束義夫,江夫.制震效果を有する緩冲材并設した落橋防止壁の一提案[R].第一回免震.
     制震コロキゥム講演論文集,1996.
    [60]中田宏司,長嶋文雄,大竹省吾,等.鋼制緩冲裝置の荷重變形特徵に關する實驗的檢討[R].土木學會第54回年 次年學術講演會,平成11年9月.
    [61]島田泰至,長嶋文雄,等.鋼制緩冲裝置の緩冲效果に關する解析的檢討[R].土木學會第54回年次年學會講演會, 平成11年9月.
    [62]野マ村千里,鐮田賢,等.落橋防止裝置熱可塑性ェラストマ一緩冲材の壓縮變形舉動[R].土木學會第53回年次 年學會講演會,平成10年10月.
    [63]#12
    [64]壯司學,川島一彦.ゴ厶制緩冲裝置にょる隣接桁間の連接效果[R].第54回年次學會講演會概要集,I-B211,平成 11.
    [65]#12
    [66]#12
    [67]川島一彦,壯司學.ゴ厶制緩冲裝置にょる桁間冲突の低减效果[AQ].第53回年次學術講演會概要集[C].I-B161, 1998.
    [68]#12
    [69]A Kirekawa.A study of structural control using viscoelastic material[A].Earthquake Engineering Tenth World Conference[C]. Balkema,Rotterdam,1992.

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