Review of Devices for Preventing Bridge Structures From Unseating and Pounding Damages

ZHANG Xuan; WEN Jianian; HAN Qiang; DU Xiuli

doi:10.11936/bjutxb2020110020

Journal of Beijing University of Technology > 2021 > 47(4): 403-420. > DOI: 10.11936/bjutxb2020110020

ZHANG Xuan, WEN Jianian, HAN Qiang, DU Xiuli. Review of Devices for Preventing Bridge Structures From Unseating and Pounding Damages[J]. Journal of Beijing University of Technology, 2021, 47(4): 403-420. DOI: 10.11936/bjutxb2020110020

Citation:

PDF (6218 KB)

Review of Devices for Preventing Bridge Structures From Unseating and Pounding Damages

Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing 100124, China

More Information

Received Date: November 15, 2020
Available Online: August 03, 2022
Published Date: April 09, 2021

Graphical Abstract

Abstract

Abstract

Due to the insufficient width of expansion joints or excessive displacements of the girder, bridges could suffer serious seismic damages, such as unseating and pounding under severe earthquakes. This paper presented a comprehensive overview of various types of unseating and pounding prevention devices, such as restrainers, dampers and modular expansion joints, which reduce the earthquake damages, and a comprehensive discussion was carried out, in terms of merits and defects, design methods, and engineering practice of the unseating and pounding prevention devices. The design methods of unseating prevention devices at home and abroad were introduced and compared. A comparative analysis of the minimum support width in the seismic design codes of different countries and regions was carried out. Some pieces of advice and further development of unseating and pounding prevention devices in the strong earthquake area of China were also given in this paper.
- bridge engineering,
- codes,
- unseating,
- pounding,
- unseating and pounding prevention devices,
- minimum support length

FullText(HTML)

References (112)

References

[1]	RUANGRASSAMEE A, KAWASHIMA K. Relative displacement response spectra with pounding effect[J]. Earthquake Engineering and Structural Dynamics, 2001, 30(10): 1511-1538. doi: 10.1002/eqe.75
[2]	PRIESTLEY M J N, SEIBLE F, CALVI G M. Seismic design and retrofit of bridges[M]. New York: John Wiley & Sons, 1996: 2-28.
[3]	BUCKLE I G. The Northridge, California earthquake of January 17, 1994 performance of highway bridges[R]. Buffalo, NY: National Center for Earthquake Engineering Research, State University of New York at Buffalo, 1994: 3-7.
[4]	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. doi: 10.11936/bjutxb2008121270 DU X L, HAN Q, LI Z X, et al. The seismic damage of bridges in the 2008 Wenchuan earthquake and lessons from its damage[J]. Journal of Beijing University of Technology, 2008, 34(12): 1270-1279. (in Chinese) doi: 10.11936/bjutxb2008121270
[5]	王东升, 郭迅, 孙治国, 等. 汶川大地震公路桥梁震害初步调查[J]. 地震工程与工程振动, 2009, 29(3): 84-94. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200903013.htm WANG D S, GUO X, SUN Z G, et al. Damage to highway bridge during Wenchuan earthquake[J]. Earthquake Engineering and Engineering Vibration, 2009, 29(3): 84-94. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200903013.htm
[6]	BRUNEAU M, WILSON J C, TREMBLAY R. Performance of steel bridges during the 1995 Hyogo-ken Nanbu (Kobe, Japan) earthquake[J]. Canadian Journal of Civil Engineering, 1996, 23(3): 678-713. doi: 10.1139/l96-883
[7]	SELNA L G, MALVAR L J, ZELINSKI R J. Bridge retrofit testing: hinge cable restrainers[J]. Journal of Structural Engineering, 1989, 115(4): 920-934. doi: 10.1061/(ASCE)0733-9445(1989)115:4(920)
[8]	SAⅡDI M, MARAGAKIS E, ABDEL-GHAFFER S, et al. Response of bridge hinge restrainers during earthquakes-field performance, analysis, and design[R]. Reno, Nevada: Center for Civil Engineering and Earthquake Research, University of Nevada, 1993: 1-125.
[9]	SAⅡDI M, MARAGAKIS E, FENG S. Parameters in bridge restrainer design for seismic retrofit[J]. Journal of Structural Engineering, 1996, 122(1): 61-68. doi: 10.1061/(ASCE)0733-9445(1996)122:1(61)
[10]	ABDEL-GHAFFAR S M, MARAGAKIS E M, SAⅡDI M S. Effects of the hinge restrainers on the response of the Aptos Creek Bridge during the 1989 Loma Prieta earthquake[J]. Earthquake Spectra, 1997, 13(2): 167-189. doi: 10.1193/1.1585940
[11]	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. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200202011.htm DAI F H, ZHAI T. Study on aseismic design method of restrainers for highway bridge[J]. Earthquake Engineering and Engineering Vibration, 2002, 22(2): 73-79. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200202011.htm
[12]	DESROCHES R, MUTHUKUMAR S. Effect of pounding and restrainers on seismic response of multiple-frame bridges[J]. Journal of Structural Engineering, 2002, 128(7): 860-869. doi: 10.1061/(ASCE)0733-9445(2002)128:7(860)
[13]	杨孟刚, 周卫卫, 乔建东. 基于限位索的简支梁桥地震防碰研究[J]. 地震工程与工程振动, 2015, 35(5): 99-104. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201505015.htm YANG M G, ZHOU W W, QIAO J D. Research on using cable restrainers to prevent collision between girders for simply supported bridges under strong earthquake[J]. Earthquake Engineering and Engineering Vibration, 2015, 35(5): 99-104. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC201505015.htm
[14]	张文学, 吴海军, 王景景. 连梁装置对斜拉桥与引桥碰撞影响分析[J]. 北京工业大学学报, 2013, 39(5): 684-689. doi: 10.11936/bjutxb2013050684 ZHANG W X, WU H J, WANG J J. Analysis of effect of unseating prevention devices on the collision of cable-stayed bridge and approach span[J]. Journal of Beijing University of Technology, 2013, 39(5): 684-689. (in Chinese) doi: 10.11936/bjutxb2013050684
[15]	WATANABE G, KAWASHIMA K. Effectiveness of cable-restrainer for mitigating rotation of a skewed bridge subjected to strong ground shaking[C]//Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver, British Columbia, Canada: Canadian Association for Earthquake Engineering, 2004: 789.
[16]	JULIAN F D R, HAYASHIKAWA T, OBATA T. Seismic performance of isolated curved steel viaducts equipped with deck unseating prevention cable restrainers[J]. Journal of Constructional Steel Research, 2007, 63(2): 237-253. doi: 10.1016/j.jcsr.2006.03.008
[17]	CHOUW N, HAO H. Study of SSI and non-uniform ground motion effect on pounding between bridge girders[J]. Soil Dynamics and Earthquake Engineering, 2005, 25(7): 717-728. http://www.sciencedirect.com/science/article/pii/S0267726105000588
[18]	CHOUW N, HAO H. Significance of SSI and nonuniform near-fault ground motions in bridge response I: effect on response with conventional expansion joint[J]. Engineering Structures, 2008, 30(1): 141-153. doi: 10.1016/j.engstruct.2007.03.002
[19]	LI B, BI K, CHOUW N, et al. Experimental investigation of spatially varying effect of ground motions on bridge pounding[J]. Earthquake Engineering and Structural Dynamics, 2012, 41(14): 1959-1976. doi: 10.1002/eqe.2168
[20]	SHRESTHA B, HAO H, BI K. Seismic response analysis of multiple-frame bridges with unseating restrainers considering ground motion spatial variation and SSI[J]. Advances in Structural Engineering, 2015, 18(6): 873-891. doi: 10.1260/1369-4332.18.6.873
[21]	VLASSIS A G, MARAGAKIS E M, SAⅡDI M S. Experimental evaluation of seismic performance of bridge restrainers[R]. Buffalo, NY: Multidisciplinary Center for Earthquake Engineering Research, 2000: 1-121.
[22]	DESROCHES R, PFEIFER T, LEON R T, et al. Full-scale tests of seismic cable restrainer retrofits for simply supported bridges[J]. Journal of Bridge Engineering, 2003, 8(4): 191-198. doi: 10.1061/(ASCE)1084-0702(2003)8:4(191)
[23]	VLASSIS A G, MARAGAKIS E, SAⅡDI M. Experimental evaluation of longitudinal seismic performance of bridge restrainers at in-span hinges[J]. Journal of Testing and Evaluation, 2004, 32(2): 96-105. http://scitation.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JTEVAB000032000002011584000001&idtype=cvips&gifs=Yes
[24]	DESROCHES R, FENVES G L. Design of seismic cable hinge restrainers for bridges[J]. Journal of Structural Engineering, 2000, 126(4): 500-509. doi: 10.1061/(ASCE)0733-9445(2000)126:4(500)
[25]	DESROCHES R, MCCORMICK J, DELEMONT M. Cyclic properties of superelastic shape memory alloy wires and bars[J]. Journal of Structural Engineering, 2004, 130(1): 38-46. doi: 10.1061/(ASCE)0733-9445(2004)130:1(38)
[26]	DESROCHES R, DELEMONT M. Seismic retrofit of simply supported bridges using shape memory alloys[J]. Engineering Structures, 2002, 24(3): 325-332. doi: 10.1016/S0141-0296(01)00098-0
[27]	SHRESTHA B, HAO H. Parametric study of seismic performance of super-elastic shape memory alloy-reinforced bridge piers[J]. Structure and Infrastructure Engineering, 2016, 12(9): 1076-1089. doi: 10.1080/15732479.2015.1076856
[28]	ANDRAWES B, DESROCHES R. Unseating prevention for multiple frame bridges using superelastic devices[J]. Smart Materials and Structures, 2005, 14(3): 60-67. doi: 10.1088/0964-1726/14/3/008
[29]	ANDRAWES B, DESROCHES R. Comparison between shape memory alloy seismic restrainers and other bridge retrofit devices[J]. Journal of Bridge Engineering, 2007, 12(6): 700-709. doi: 10.1061/(ASCE)1084-0702(2007)12:6(700)
[30]	PADGETT J E, DESROCHES R, EHLINGER R. Experimental response modification of a four-span bridge retrofit with shape memory alloys[J]. Structural Control and Health Monitoring, 2010, 17(6): 694-708. doi: 10.1002/stc.351/pdf
[31]	GUO A, ZHAO Q, LI H. Experimental study of a highway bridge with shape memory alloy restrainers focusing on the mitigation of unseating and pounding[J]. Earthquake Engineering and Engineering Vibration, 2012, 11(2): 195-204. doi: 10.1007/s11803-012-0110-8
[32]	ANDRAWES B, DESROCHES R. Effect of ambient temperature on the hinge opening in bridges with shape memory alloy seismic restrainers[J]. Engineering Structures, 2007, 29(9): 2294-2301. doi: 10.1016/j.engstruct.2006.11.028
[33]	American Association of State Highway and Transportation Officials (AASHTO). Standard specification for highway bridges[S]. Washington: AASHTO, 1992: 331.
[34]	ZHANG Y, HU X, ZHU S. Seismic performance of benchmark base-isolated bridges with superelastic Cu-Al-Be restraining damping device[J]. Structural Control and Health Monitoring, 2009, 16(6): 668-685. doi: 10.1002/stc.327
[35]	JOHNSON R, SAⅡDI M S, MARAGAKIS E M. Fiber reinforced plastics for seismic bridge restrainers[R]. Reno, Nevada: Department of Civil Engineering, University of Nevada, 2006: 1-16.
[36]	SAⅡDI M S, JOHNSON R, MARAGAKIS E M. Development, shake table testing, and design of FRP seismic restrainers[J]. Journal of Bridge Engineering, 2006, 11(4): 499-506. doi: 10.1061/(ASCE)1084-0702(2006)11:4(499)
[37]	American Association of State Highway and Transportation Officials (AASHTO). Standard specifications for highway bridges, division IA seismic design (17th Edition)[S]. Washington: AASHTO, 1996: 460-468.
[38]	California Department of Transportation. Caltrans seismic design criteria[S]. Sacramento, California: California Department of Transportation, 2010: 56-57.
[39]	SAⅡDI M, RANDALL M, MARAGAKIS E, et al. Seismic restrainer design methods for simply supported bridges[J]. Journal of Bridge Engineering, 2001, 6(5): 307-315. doi: 10.1061/(ASCE)1084-0702(2001)6:5(307)
[40]	TROCHALAKIS P, EBERHARD M O, STANTON J F. Design of seismic restrainers for in span hinges[J]. Journal of Structural Engineering, 1996, 123(4): 469-478. http://scitation.aip.org/getabs/servlet/GetabsServlet?prog=normal&id=JSENDH000123000004000469000001&idtype=cvips&gifs=Yes
[41]	DESROCHES R, FENVES G L. Design procedures for hinge restrainers and hinge seat width for multiple-frame bridges[R]. Buffalo, NY: Multidisciplinary Center for Earthquake Engineering Research, 1998: 1-196.
[42]	朱文正, 刘健新. 限位装置静力设计研究[J]. 公路交通科技, 2006, 23(3): 65-69. https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200603015.htm ZHU W Z, LIU J X. Research on static design for restrainers[J]. Journal of Highway and Transportation Research and Development, 2006, 23(3): 65-69. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-GLJK200603015.htm
[43]	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. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200611014.htm WANG J W, LI J Z, FAN L C. A study on the design method of seismic restrainers for bridges[J]. China Civil Engineering Journal, 2006, 39(11): 90-95. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200611014.htm
[44]	HUDGINGS T, EBERHARD M O, STANTON J F. Design of seismic bridge restrainers considering spatial variation of ground motions[R]. Seattle, WA: Washington State Transportation Center, 1997: 1-100.
[45]	日本道路協会. 道路橋示方書·同解說: V耐震設計編[S]. 東京: 日本道路協会, 2002: 258-277.
[46]	European Committee for Standardization. Design of structures for earthquake resistance-Part 2: Bridges: EN 1998-2[S]. Bruxelles, Belgium: European Committee for Standardization, 2005: 89-91.
[47]	Canadian Standards Association. Canadian highway bridge design code: CAN/CSA-S6-06[R]. Ontario, Canada: Canadian Standards Association, 2006: 1-154.
[48]	中华人民共和国交通部. 公路桥梁抗震设计细则: JTG/TB02-01-2008[S]. 北京: 人民交通出版社, 2008: 48-51.
[49]	交通技术标准规范公路工程部. 公路桥梁耐震设计规范[S]. 中国台湾: 台湾交通事务主管部门, 2018: 47-48.
[50]	SOONG T T, DARGUSH G F. Passive energy dissipation systems in structural engineering[M]. New York: John Wiley & Sons, 1997: 35.
[51]	CHEN G, BOTHE E R, GER J J F. Experimental characterization of metallic dampers for seismic retrofit of highway bridges[J]. Transportation Research Record Journal of the Transportation Research Board, 2001, 1770(1): 124-131. doi: 10.3141/1770-16
[52]	VASSEGHI A. Energy dissipating shear key for precast concrete girder bridges[J]. Scientia Iranica, 2011, 18(3): 296-303. doi: 10.1016/j.scient.2011.05.036
[53]	DENG K, PAN P, SU Y, et al. Development of an energy dissipation restrainer for bridges using a steel shear panel[J]. Journal of Constructional Steel Research, 2014, 101: 83-95. doi: 10.1016/j.jcsr.2014.03.009
[54]	GRAESSER E J, COZZARELLI F A. Shape-memory alloys as new materials for aseismic isolation[J]. Journal of Engineering Mechanics, 1991, 117(11): 2590-2608. doi: 10.1061/(ASCE)0733-9399(1991)117:11(2590)
[55]	CHOI E, LEE D H, CHOEI N Y. Shape memory alloy bending bars as seismic restrainers for bridges in seismic areas[J]. International Journal of Steel Structures, 2009, 9(4): 261-273. doi: 10.1007/BF03249500
[56]	CHOI E, PARK J, YOON S J, et al. Comparison of seismic performance of three restrainers for multiple-span bridges using fragility analysis[J]. Nonlinear Dynamics, 2010, 61(1): 83-99. doi: 10.1007%2Fs11071-009-9633-6
[57]	NORFLEET D M, SAROSI P M, MANCHIRAJU S, et al. Transformation-induced plasticity during pseudoelastic deformation in Ni-Ti microcrystals[J]. Acta Materialia, 2009, 57(12): 3549-3561. doi: 10.1016/j.actamat.2009.04.009
[58]	周海俊, 徐希, 刘海锋. 简支梁桥形状记忆合金装置减震防落研究[J]. 振动与冲击, 2015, 34(21): 194-199. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201521035.htm ZHOU H J, XU X, LIU H F. SMA restrainers for unseating prevention of a simply supported bridge[J]. Journal of Vibration and Shock, 2015, 34(21): 194-199. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201521035.htm
[59]	闫维明, 李勇, 陈彦江, 等. 新型复合式金属阻尼器在桥梁减震控制中的应用[J]. 北京工业大学学报, 2012, 38(8): 1167-1173. doi: 10.11936/bjutxb2012081167 YAN W M, LI Y, CHEN Y J, et al. The implication of a new type of metal alloy brace on seismic control of viaducts[J]. Journal of Beijing University of Technology, 2012, 38(8): 1167-1173. (in Chinese) doi: 10.11936/bjutxb2012081167
[60]	贾威. 榫形防落梁装置的抗震性能及其在连续梁桥中的应用研究[D]. 北京: 北京交通大学, 2019. JIA W. Seismic performance of steel bar restrainer and its application research in continuous girder bridge[D]. Beijing: Beijing Jiaotong University, 2019. (in Chinese)
[61]	白全安. 新型减隔震装置在高速铁路桥梁中的应用研究[J]. 铁道工程学报, 2019, 36(10): 66-71. https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201910012.htm BAI Q A. Application research on the new elastic-plastic limit seismic isolation device in high-speed railway simple supported girder bridges[J]. Journal of Railway Engineering Society, 2019, 36(10): 66-71. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDGC201910012.htm
[62]	赵玉坤, 韩强, 王雪剑, 等. 填充式钢管阻尼器性能及在桥梁横向减震中的应用[J]. 中国公路学报, 2019, 32(9): 90-100. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201909010.htm ZHAO Y K, HAN Q, WANG X J, et al. Behavior of zinc-filled steel tube damper and its application for improving transverse seismic performance of girder bridges[J]. China Journal of Highway and Transport, 2019, 32(9): 90-100. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201909010.htm
[63]	王占飞, 孙巨搏, 程浩波, 等. 缓冲型防落梁钢圈限位装置力学性能研究[J]. 桥梁建设, 2018, 48(6): 18-23. https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201806004.htm WANG Z F, SUN J B, CHENG H B, et al. Study on mechanical properties of a steel ring restrainer with buffer capacity[J]. Bridge Construction, 2018, 48(6): 18-23. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-QLJS201806004.htm
[64]	王占飞, 张强, 佟舟, 等. 均匀腐蚀下防落梁钢圈限位装置力学性能[J]. 沈阳建筑大学学报(自然科学版), 2020, 36(5): 844-852. https://www.cnki.com.cn/Article/CJFDTOTAL-SYJZ202005010.htm WANG Z F, ZHANG Q, TONG Z, et al. Study on mechanical properties of a steel ring anti-fall restrainer with uniform corrosion[J]. Journal of Shenyang Jianzhu University (Natural Science), 2020, 36(5): 844-852. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SYJZ202005010.htm
[65]	FENG M Q, KIM J M, SHINOZUKA M, et al. Viscoelastic dampers at expansion joints for seismic protection of bridges[J]. Journal of Bridge Engineering, 2000, 5(1): 67-74. doi: 10.1061/(ASCE)1084-0702(2000)5:1(67)
[66]	KIM J M, FENG M Q, SHINOZUKA M. Energy dissipating restrainers for highway bridges[J]. Soil Dynamics and Earthquake Engineering, 2000, 19(1): 65-69. doi: 10.1016/S0267-7261(99)00030-5
[67]	魏文晖, 瞿伟廉, 杨志勇. 粘弹性阻尼器对桥面铺装层的减振应用[J]. 武汉理工大学学报, 1999, 21(6): 47-49. https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY199906015.htm WEI W H, QU W L, YANG Z Y. Applications of viscoelastic damper to vibrate of bridge[J]. Journal of Wuhan University of Technology, 1999, 21(6): 47-49. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-WHGY199906015.htm
[68]	周云, 徐赵东, 邓雪松. 粘弹性阻尼器的性能试验研究[J]. 振动与冲击, 2001, 20(3): 76-78. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200103021.htm ZHOU Y, XU Z D, DENG X S. Experimental study on properties of viscoelastic dampers[J]. Journal of Vibration and Shock, 2001, 20(3): 76-78. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ200103021.htm
[69]	张琴, 楼文娟, 陈勇. 粘弹性阻尼器参数设计及位置优化实用方法[J]. 结构工程师, 2003(3): 39-44. https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200303007.htm ZHANG Q, LOU W J, CHEN Y. Parameter design and location optimum practical method of viscoelastic damper[J]. Structural Engineers, 2003(3): 39-44. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200303007.htm
[70]	郭阳照, 周云, 邓雪松. SSI效应对黏弹性阻尼结构减震效果的影响分析[J]. 防灾减灾工程学报, 2009, 29(3): 313-319. https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK200903012.htm GUO Y Z, ZHOU Y, DENG X S. Analysis of influence of SSI effects on controlling efficiency of viscoelastic structures[J]. Journal of Disaster Prevention and Mitigation Engineering, 2009, 29(3): 313-319. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DZXK200903012.htm
[71]	KANITKAR R, AIKEN I, NISHIMOTO K, et al. Viscoelastic dampers for the seismic retrofit of buildings: an overview ofadvancements in viscoelastic materials and analytical capabilities[C]//Proceedings of the 8th U. S. National Conference on Earthquake Engineering. Red Hook, NY: Curran, 2006: 1299.
[72]	SYMANS M D, CHARNEY F A, WHITTAKER A S, et al. Energy dissipation systems for seismic applications: current practice and recent developments[J]. Journal of Structural Engineering, 2008, 134(1): 3-21. doi: 10.1061/(ASCE)0733-9445(2008)134:1(3)
[73]	MAKRIS N, ROUSSOS Y, WHITTAKER A S, et al. Viscous heating of fluid dampers. Ⅱ: large-amplitude motions[J]. Journal of Engineering Mechanics, 1998, 124(11): 1217-1223. doi: 10.1061/(ASCE)0733-9399(1998)124:11(1217)
[74]	王军文, 李建中, 范立础. 限位装置对连续梁桥地震反应的影响[J]. 铁道学报, 2008, 30(3): 71-77. https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB200803015.htm WANG J W, LI J Z, FAN L C. Effects of restrainers on seismic responses of continuous beam bridges[J]. Journal of the China Railway Society, 2008, 30(3): 71-77. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDXB200803015.htm
[75]	王志强, 胡世德, 范立础. 东海大桥粘滞阻尼器参数研究[J]. 中国公路学报, 2005, 18(3): 37-42. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200503009.htm WANG Z Q, HU S D, FAN L C. Research on viscous damper parameters of Donghai bridge[J]. China Journal of Highway and Transport, 2005, 18(3): 37-42. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200503009.htm
[76]	SHINOZUKA M, FENG M Q, KIM J M. Mitigation of seismic pounding effect on bridges using dynamic restrainers[C]//SPIE's 7th Annual International Symposium on Smart Structures and Materials. Bellingham, WA, USA: The International Society for Optical Engineering, 2000, 3989: 377-387.
[77]	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. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200605031.htm LI Z X, ZHOU L, YUE F Q. Seismic pounding prevention analysis and parametric design of urban bridges using viscous damper[J]. Earthquake Engineering and Engineering Vibration, 2006, 26(5): 195-200. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200605031.htm
[78]	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. doi: 10.1002/(SICI)1096-9845(200002)29:2<195::AID-EQE897>3.0.CO;2-3
[79]	吴陶晶, 李建中, 管仲国. 减隔震装置作用机理及其在大跨度连续梁桥中的应用[J]. 结构工程师, 2009, 25(4): 102-107. https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200904019.htm WU T J, LI J Z, GUAN Z G. Mechanism of seismic isolation devices and applications in a long-span continuous bridge[J]. Structural Engineers, 2009, 25(4): 102-107. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JGGC200904019.htm
[80]	聂利英, 李建中, 胡世德, 等. 任意荷载作用下液体粘滞阻尼器在桥梁工程中减震作用探讨[J]. 计算力学学报, 2007, 24(2): 197-202. https://www.cnki.com.cn/Article/CJFDTOTAL-JSJG200702012.htm NIE L Y, LI J Z, HU S D, et al. Investigation of decreasing vibration effects of fluid viscous damper in bridge engineering under random loads[J]. Chinese Journal of Computational Mechanics, 2007, 24(2): 197-202. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JSJG200702012.htm
[81]	张博, 宰金珉, 庄海洋. 深软场地上考虑土-结构相互作用的斜拉桥被动控制分析[J]. 世界地震工程, 2009, 25(1): 57-63. https://www.cnki.com.cn/Article/CJFDTOTAL-SJDC200901011.htm ZHANG B, ZAI J M, ZHUANG H Y. Analysis of passive control of cable-stayed bridge on deep soft site considering soil-structure interaction[J]. World Earthquake Engineering, 2009, 25(1): 57-63. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJDC200901011.htm
[82]	SPENCER B F Jr, DYKE S J, SAIN M K, et al. Phenomenological model for magnetorheological dampers[J]. Journal of Engineering Mechanics, 1997, 123(3): 230-238. doi: 10.1061/(ASCE)0733-9399(1997)123:3(230)
[83]	RUANGRASSAMEE A, KAWASHIMA K. Control of nonlinear bridge response with pounding effect by variable dampers[J]. Engineering Structures, 2003, 25(5): 593-606. doi: 10.1016/S0141-0296(02)00169-4
[84]	李忠献, 岳福青, 周莉. 城市隔震高架桥梁地震反应的半主动控制[J]. 土木工程学报, 2007, 40(1): 42-48. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200701008.htm LI Z X, YUE F Q, ZHOU L. Semi-active control on seismic responses of vibration-insulated urban elevated bridges[J]. China Civil Engineering Journal, 2007, 40(1): 42-48. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200701008.htm
[85]	GUO A X, LI H. Pounding reduction of highway bridges with pounding effect by using magnetorheological dampers under earthquake excitations[J]. Advances in Structural Engineering, 2008, 11(3): 305-322. doi: 10.1260/136943308785082562
[86]	GUO A, LI Z, LI H, et al. Experimental and analytical study on pounding reduction of base-isolated highway bridges using MR dampers[J]. Earthquake Engineering and Structural Dynamics, 2009, 38(11): 1307-1333. doi: 10.1002/eqe.903
[87]	SHEIKH M N, XIONG J, LI W H. Reduction of seismic pounding effects of base-isolated RC highway bridges using MR damper[J]. Structural Engineering and Mechanics, 2012, 41(6): 791-803. doi: 10.12989/sem.2012.41.6.791
[88]	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. https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200802021.htm GUO A X, CUI L L, LI H. Study on semi-active control of highway bridge pounding under seismic excitations[J]. Earthquake Engineering and Engineering Vibration, 2008, 28(2): 147-152. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-DGGC200802021.htm
[89]	王立成, 王清湘, 司炳君, 等. 模块型桥梁伸缩缝疲劳试验研究[J]. 土木工程学报, 2004, 37(12): 44-49. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200412009.htm WANG L C, WANG Q X, SI B J, et al. Experimental research on fatigue testing of modular bridge expansion joint[J]. China Civil Engineering Journal, 2004, 37(12): 44-49. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200412009.htm
[90]	CHOUW N, HAO H. Significance of SSI and non-uniform near-fault ground motions in bridge response Ⅱ: effect on response with modular expansion joint[J]. Engineering Structures, 2008, 30(1): 154-162. doi: 10.1016/j.engstruct.2007.02.020
[91]	MCCARTHY E, WRIGHT T, PADGETT J E, et al. Development of an experimentally validated analytical model for modular bridge expansion joint behavior[J]. Journal of Bridge Engineering, 2014, 19(2): 235-244. doi: 10.1061/(ASCE)BE.1943-5592.0000521
[92]	CHOUW N, HAO H. Seismic design of bridge structures with allowance for large relative girder movements to avoid pounding[J]. Bulletin of the New Zealand Society for Earthquake Engineering, 2009, 42(2): 75-85. doi: 10.5459/bnzsee.42.2.75-85
[93]	BI K, HAO H, CHOUW N. Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding[J]. Earthquake Engineering and Structural Dynamics, 2010, 39(3): 303-323. doi: 10.1002/eqe.943
[94]	BI K, HAO H, NAWAWI C. Influence of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding[J]. Earthquake Engineering and Structural Dynamics, 2011, 40(9): 1027-1043. doi: 10.1002/eqe.1076
[95]	LEIBOVICH E, RUTENBERG A, YANKELEVSKY D A. Pounding response of adjacent concrete rods: an experimental study[J]. International Journal of Protective Structures, 2012, 3(3): 355-374. doi: 10.1260/2041-4196.3.3.355
[96]	KITAHARA T, KAJITA Y, NISHIMOTO Y, et al. Collision test between steel bars with shock absorbing rubber for bridge restrainer system using frictionless impact testing apparatus[C]//Proceedings of the 1st International Conference on Advances in Experimental Structural Engineering. Pavia: EUCENTRE, 2005: 901-907.
[97]	KAJITA Y, KITAHARA T, NISHIMOTO Y, et al. Estimation of maximum impact force on natural rubber during collision of two steel bars[C]//Proceedings of the 1st European Conference on Earthquake Engineering and Seismology. Red Hook, NY: Curran, 2006: 488.
[98]	KAWASHIMA K, SHOJI G. Effect of restrainers to mitigate pounding between adjacent decks subjected to a strong ground motion[C]//Proceedings of the 12th World Conference on Earthquake Engineering. Auckland: New Zealand Society for Earthquake Engineering, 2000: 1435.
[99]	RAHEEM S E A. Pounding mitigation and unseating prevention at expansion joints of isolated multi-span bridges[J]. Engineering Structures, 2009, 31(10): 2345-2356. doi: 10.1016/j.engstruct.2009.05.010
[100]	SHRESTHA B, HAO H, BI K. Effectiveness of using rubber bumper and restrainer on mitigating pounding and unseating damage of bridge structures subjected to spatially varying ground motions[J]. Engineering Structures, 2014, 79(1): 195-210. http://www.sciencedirect.com/science/article/pii/S0141029614004854
[101]	石岩, 秦洪果. 地震下城市高架桥横向偏心碰撞响应与防撞效果分析[J]. 石家庄铁道大学学报(自然科学版), 2011, 24(4): 23-27. https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT201104004.htm SHI Y, QIN H G. Analysis of eccentric pounding responses and anti-seismic effect of urban viaduct under transverse earthquake[J]. Journal of Shijiazhuang Tiedao University (Natural Science), 2011, 24(4): 23-27. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-SJZT201104004.htm
[102]	张文学, 吴海军, 陈士通. 橡胶缓冲装置对斜拉桥及引桥碰撞影响研究[J]. 振动与冲击, 2013, 32(7): 151-154. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201307032.htm ZHANG W X, WU H J, CHEN S T. Influence of rubber buffer devices on collision between a cable-stayed bridge and its approach span[J]. Journal of Vibration and Shock, 2013, 32(7): 151-154. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201307032.htm
[103]	LI S, MAO C, LI H, et al. Mechanical properties and theoretical modeling of self-centering shape memory alloy pseudo-rubber[J]. Smart Materials and Structures, 2011, 20(11): 271-278. http://www.ingentaconnect.com/content/iop/sms/2011/00000020/00000011/art115008
[104]	MENG Q L, ZHANG M Z, ZHOU G L. The study on SMA pseudo-rubber metal damper's control efficiency on aseismic pounding in high-pier bridge in shaking table testing[J]. Advanced Materials Research, 2010, 163/164/165/166/167: 4429-4441. http://www.scientific.net/AMR.163-167.4429
[105]	LI S, GUO A, CUI L, et al. Pounding-induced stress wave analysis and mitigation of highway bridges under earthquakes[C]//Proceedings of the 11th International Conference in Experimental Structural Engineering. Pavia: EUCENTRE, 2015: 182.
[106]	ZHU P, ABE M, FUJINO Y. Evaluation of pounding countermeasures and serviceability of elevated bridges during seismic excitation using 3D modeling[J]. Earthquake Engineering and Structural Dynamics, 2004, 33(5): 591-609. doi: 10.1002/eqe.365
[107]	江辉, 李宇, 熊智阳, 等. 基于非线性静、动力方法的RC简支梁桥连梁装置参数优化研究[J]. 振动与冲击, 2012, 31(1): 86-91. https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201201021.htm JIANG H, LI Y, XIONG Z Y, et al. Parametric optimization for unseating prevention device of a RC simply supported girder bridge based on nonlinear static and dynamic methods[J]. Journal of Vibration and Shock, 2012, 31(1): 86-91. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZDCJ201201021.htm
[108]	YANG C S W, DESROCHES R. Bridges with innovative buckling restrained SMA expansion joints having a high symmetrical tension/compression capacity[C]//Proceedings of the Structures Congress. New York: ASCE, United Engineering Center, 2015: 452-461.
[109]	BERTON S, STRANDGAARD H, BOLANDER J E. Effect of non-linear fluid viscous dampers on the size of expansion joints of multi-span prestressed concrete segmental box-girder bridges[C]//Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver: Canadian Association for Earthquake Engineering, 2004: 1618.
[110]	燕斌, 杜修力, 韩强, 等. 防落梁板式橡胶支座抗震性能分析[J]. 北京工业大学学报, 2014, 40(6): 857-864. doi: 10.11936/bjutxb2014060857 YAN B, DU X L, HAN Q, et al. Analysis of seismic performance of a unseating-prevention laminated rubber bearing[J]. Journal of Beijing University of Technology, 2014, 40(6): 857-864. (in Chinese) doi: 10.11936/bjutxb2014060857
[111]	周友权, 李承根. 减震榫与榫形防落梁装置应用于高速铁路简支梁桥的简化计算方法[J]. 铁道标准设计, 2019, 63(5): 65-70. https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS201905014.htm ZHOU Y Q, LI C G. Simplified calculation method for steel bar damper and steel bar restrainer applied to high-speed railway simply supported beam bridge[J]. Railway Standard Design, 2019, 63(5): 65-70. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-TDBS201905014.htm
[112]	叶爱君, 管仲国. 桥梁抗震[M]. 2版. 北京: 人民交通出版社, 2011: 131.

Cited By

Cited by

Periodical cited type(9)

1.	苏杨，马颖，孙治国，王东升. 既有公路桥梁抗震性能快速评价方法. 工程抗震与加固改造. 2024(01): 93-103 .
2.	聂利英，韩刘，邵云澜，潘子坚. 基于能力保护的新型拉压双向限位装置设计方法研究. 三峡大学学报(自然科学版). 2024(02): 71-78 .
3.	李旺平，杨雄，焦应乾，裴银海，石岩. 近断层地震动下多跨简支梁桥地震响应及减震研究. 兰州理工大学学报. 2024(04): 103-111 .
4.	赵春艳，刘孝龙. 桥梁结构附属构件抗震性能研究综述. 四川建材. 2023(01): 155-156 .
5.	刘煜，方海，祝露，韩娟. 超高船舶撞击桥梁上部结构研究综述. 南京工业大学学报(自然科学版). 2023(01): 24-33 .
6.	赵阳，郝海龙，王昆鹏，温佳年，刘高. 超大跨悬索桥缆-塔自平衡体系抗震性能研究. 公路. 2023(06): 40-46 .
7.	王栋. 高速铁路高低塔斜拉桥抗震性能研究. 铁道标准设计. 2022(10): 104-111 .
8.	邱灿星，吴诚静，杜修力. 设置间隙式SMA隔震支座的钢筋混凝土框架结构抗震性能分析. 北京工业大学学报. 2022(12): 1226-1237 . 本站查看
9.	陈建兵，李金平，熊治华，李佳文，张会建. 玛多震害调研及其对寒区桥梁设计的影响. 水利与建筑工程学报. 2021(05): 99-104 .

Other cited types(3)

Get Citation

PDF

XML

Article views (316) PDF downloads (89) Cited by(12)

Turn off MathJax

Article Contents

Abstract

References

Review of Devices for Preventing Bridge Structures From Unseating and Pounding Damages

Abstract

References

Cited by

Periodical cited type(9)

Other cited types(3)

Catalog

Export File

Citation

Format

Content