车桥耦合振动研究方法综述
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摘要
回顾了在公路桥梁车桥耦合振动领域内的国内外研究成果,并分别就桥梁模型,车辆模型,路面不平整模型,耦合模型数值求解进行了研究综述,且就每一部分详细介绍了一种较为广泛应用的解决手段,同时针对斜拉桥振动模型这一特殊课题的分析理论做了简要说明。
Firstly,by reviewing relevant literature on coupling vibration of vehicle-bridge system both at home and abroad,outlines have been given with respect to bridge model,vehicle model,pavement roughness and solving of the coupling equations.Secondly,details of methods to address aforementioned problems are also illustrated meanwhile a particularly brief introduction of how to solve such problem regarding cable-stayed bridges is also presented.
Firstly,by reviewing relevant literature on coupling vibration of vehicle-bridge system both at home and abroad,outlines have been given with respect to bridge model,vehicle model,pavement roughness and solving of the coupling equations.Secondly,details of methods to address aforementioned problems are also illustrated meanwhile a particularly brief introduction of how to solve such problem regarding cable-stayed bridges is also presented.
引文
1刘士林.斜拉桥.北京:人民交通出版社,2002
2Cal ada R,Cunha A,Delgado R.Analysis of traffic-induced vibration in a cable-stayed bridge.Part I:Experimental assessment.Journal of Bridge Engineering,ASCE,2005;10(4):370—385
3Cal ada R,Cunha A,Delgado R.Analysis of traffic-induced vibration in a cable-stayed bridge.Part II:Numerical modeling and stochastic simulation.Journal of Bridge Engineering,ASCE,2005;10(4):386—397
4Shi X,Cai C S.Vehicle induced dynamic behavior of short-span slab bridges considering effect of approach slab condition.J Bridge Eng,ASCE,2008;13(1):83—92
5Jeffcott H H.On the vibration of beams under the action of moving loads.Philosophical Mag,1929;8(48):66—97
6Tan C P.Dynamic response of a horizontally curved bridge.Journal of Struct Div,ASCE,1968a;94(3):761—781
7Tan C P.Response of a horizontally curved bridge to moving loads.Journal of Struct Div,ASCE,1968b;94(9):2135—2151
8Timoshenko S.Vibration problems in engineering,4th Ed.NewYork:Wiley,1974
9Warburton G B.The dynamical behavior of structures,2nd Ed.Eng-land,Oxford:Pergamon Press,1976
10Sridharan N.Numerical analysis of vibration of beams subjected to moving loads.J Sound&Vibration,1979;65(1):147—150
11Blejwas TE.Dynamic interaction of moving vehicles and structures.J Sound&Vibration,1979;67(4):513—521
12Inbanathan MJ.Bridge vibrations due to vehicle moving over roughsurface.J Struct Engrg,ASCE,1987;113(9):1994—2008
13Akin J E.Numerical solution for response of beams with moving mass.J Struct Engrg,ASCE,1989;115(1):120—131
14林海,肖盛燮.桥梁车辆振动分析理论评述.重庆交通学院学报,1998;17(3):1—9
15Hwang E S,Nowak A S.Simulation of dynamic load for bridges.J Struct Engrg,ASCE,1991;117(5):1413—1434
16Wang Tonlo,Huang Dongzhou.Cable-stayed bridge vibration due to road surface roughness.J Struct Engrg,ASCE,1992;118(5):1354—1374
17Yang Yeongbin,Lin B H.Vehicle-bridge interaction analysis by dy-namic condensation method.J Struct Engrg,ASCE,1995;121(11):1636—1643
18Yang Yeongbin,Yao Jongdar.Vehicle-bridge interaction element for dynamic analysis.J Struct Engrg,ASCE,1997;123(11):1512—1518
19Tan G H,Brameld G H.Development of an analytical model for trea-ting bridge-vehicle interaction.Engineering Structures,1998;20(1—2):54—61
20谭国辉.车辆与桥梁相互作用的系统模拟.土木工程学报,1996;29(3):34—41
21Xu Y L,Guo WH.Dynamic analysis of coupled road vehicle and ca-ble-stayed bridge systems under turbulent wind.Engineering Struc-tures,2003;23:473—486
22Kwasniewski L,Li Hongyi,Weleezer J.Finite element analysis of vehicle-bridge interaction.Finite Element in Analysis and Design,2006;42:950—959
23毛清华.移动车辆荷载作用下公路桥梁振动分析研究[博士论文].上海:同济大学,1987
24何曙名.斜拉桥的车桥振动分析.石家庄铁道学院学报,1991;4(4):109—117
25梁振辉,苏木标,王业敏.车桥耦合系统动力方程的推导.青岛建筑工程学院学报,1992;13(1):18—26
26梁振辉,苏木标.车桥系统动力特性研究.青岛建筑工程学院学报,1992;13(4):11—17
27程保荣,周玉勋.车桥耦合系统动力分析的模态综合技术.清华大学学报(自然科学版),2002;42(8):1083—1086
28张军,江克斌,胡业平.车桥耦合动力学系统模态综合分析.解放军理工大学学报(自然科学版),2003;4(1):67—70
29王潮海,王宗林.车-桥耦合振动分析的模态综合方法.公路交通科技,2006;23(12):76—80
30肖新标,沈火明.3种车桥耦合振动分析模型的比较研究.西南交通大学学报,2004;39(2);172—175
31杨建荣.车桥耦合作用下公路桥梁局部振动研究.[博士论文].同济大学,2007
32万信华.斜拉桥车桥耦合振动及其MTMD振动控制.[博士论文].华中科技大学,2006
33陈德伟,项海帆.斜张桥二阶理论的实用计算.城市道桥与防洪,1988;1(1):1—12
34项海帆.高等桥梁结构理论.北京:人民交通出版社,2001
35秦远田,陈国平,余岭,等.车-桥耦合系统动力学建模与响应分析.应用力学学报,2008;25(1):129—132
36盛国刚,彭献,李传习.车-桥耦合系统的动力特性分析.长沙交通学院学报,2003;19(4):10—13
37陈炎,黄小清,马友发.车桥系统的耦合振动.应用数学和力学,2004;25(4);354—357
38卜建清,娄国充,罗韶湘.汽车对桥梁冲击作用分析.振动与冲击,2007;26(1);52—55
39方志,殷新峰,彭献.非匀速车辆与随机路面桥梁的耦合振动分析.振动与冲击,2008;27(1):30—37
40Huang Dongzhou,Wang Tonlo,Shahawy M.Vibration of thin-walled box-girder bridges excited by vehicle.J Struct Engrg,ASCE,1995;121(9):1330—1337
41Wang Tonlo,Huang Dongzhou,Shahawy M.Dynamic response of multi-girder bridges.J Struct Engrg,ASCE,1992;118(8):2222—2238
42Huang Dongzhou,Wang Tonlo,Shahawy M.Impact studies of multi-girder concrete bridges.J Struct Engrg,ASCE,1993;119(8):2387—2402
43Wang Tonlo,Huang D Z,Shahawy M,et al.Dynamic response of highway girder bridges.Computers&Structures,1996;60(6):1021—1027
44李小珍,张黎明,张洁.公路桥梁与车辆耦合振动研究现状与发展趋势.工程力学,2008;25(3):230—240
45李晓斌.拉萨河特大桥动力测试与车桥耦合振动分析.振动与冲击,2007;26(11):129—133
46王元丰,许士杰.桥梁在车辆作用下空间动力响应的研究.中国公路学报,2000;13(4):37—41
47(美)Chopra A K.结构动力学理论及其在地震工程中的应用,第二版.谢礼立,译.北京:高教出版社,2007
48杨建荣,李建忠,范立础.基于ANSYS的车桥耦合振动分析.计算机辅助工程,2007;16(4):23—26
49米奇可M.汽车动力学(B),2版.陈荫三,译.北京:人民交通出版社,1994
50满洪高,袁向荣.车桥耦合振动问题的发展进程与研究现状.铁道工程学报,2001;2:26—29
51王荣辉.车桥振动系统中的车辆分析模型.振动与冲击,1997;16(3):18—26
52Green MF,Cebon D,Cole D J.Effects of vehicle suspension design on dynamics of highway bridges.J Struct Engrg,1995;121(2):272—282
53Lin Jenghsiang,Weng Chengchiang.Evaluation of dynamic vehicle load on bridge decks.Journal of Chinese Institute of Engineers,2004;27(5):695—705
54Huang Dongzhou,Wang TL.Vibration of highway steel bridges with longitudinal grades.Computers&Structures,1997;69:235—245
55刘云,钱振东.路面平整度及车辆振动模型的研究综述.公路交通科技,2008;25(1):51—57
56Dodds C J.The description of road surface roughness.J Sound&Vi-bration,1973;31(2):175—183
57Da Silva J G S.Dynamical performance of highway bridge decks with irregular pavement surface.Computers&Structures,2004;82:871—881
58Law S S,Zhu X Q.Bridge dynamic responses due to road surface roughness and braking of vehicle.Journal of Sound and Vibration,2005;282:805—830
59盛国刚.桥梁表面不平顺对车桥耦合振动系统动力效应的影响.应用力学学报,2007;24(1):124—128
60万信华.非平整桥面引起大跨斜拉桥车桥耦合振动响应研究.振动与冲击,2007;26(2);66—71
61孙航,盛洪飞,陈少峰.桥面平整度对大跨度斜拉桥车辆振动的影响分析.公路,2008;6:72—76
62Honda H.Spectra of road surface roughness on bridges.J Struct Div,ASCE,1982;108(9):1956—1966
63Au F TK,Cheng Y S,Cheung Y K.Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles.Computers and Structures,2001;79:853—872
64Liu Chunhua,Huang D Z,Wang T L.Analytical dynamic impact study based on correlated road roughness.Computers&Structures,2002;80:1639—1650
65Song Y,Biondini F.Effects of surface irregularities on the dynamical response of bridge vehicle interaction systems.15th ASCE Engineer-ing Mechanics Conference,Columbia Univ,New York,2002
66金睿臣,宋健.路面不平度的模拟与汽车非线性随机振动的研究.清华大学学报(自然科学版),1999;39(8):76—79
67刘献栋,邓志党,高峰.公路路面不平度的数值模拟方法研究.北京航空航天大学学报,2003;29(9):843—846
68唐意,陈宾.桥梁车振伪随机桥面不平度模拟.福州大学学报(自然科学版),2003;31(3):326—329
69桂水荣,陈水生,唐志军.基于Fourier逆变换法的桥面不平度模拟及测试分析.公路工程,2007;32(6):39—43
70李小珍,蔡婧,张坤,马文斌,强士中.车桥系统耦合振动分析的数值解法.振动与冲击,2002;21(3):21—25
71李小珍.芜湖长江大桥斜拉桥的车桥耦合振动分析.铁道学报,2001;23(2):70—75
72瞿伟廉.万州长江大桥车桥耦合振动的研究.华中科技大学学报,2004;21(3):1—4
73Animesh D,et al.Efficient dynamic analysis of cable-stayed bridges under vehicular movement using space and time adaptivity.Finite Elements in Analysis and Design,2004;40:407—424
74郭文华,郭向荣,曾庆元.京沪高速铁路南京长江大桥斜拉桥方案车桥系统振动分析.土木工程学报,1999;32(3):23—27
75李军强.车桥系统耦合振动响应的简便计算.应用力学学报,2004;21(2):66—70
76彭献.车桥系统的振动分析及控制.动力学与控制学报,2006;4(3):253—258
77殷翔.小波-傅立叶变换综合法的车桥耦合振动分析.太原理工大学学报,2005;36(6):697—700
78余华,吴定俊.Hermite插值在车桥耦合振动中的应用.振动与冲击,2006;25(2):38—40
79杨建荣.车桥耦合振动分析的两种常用插值方法比较.力学季刊,2007;28(4):624—630
80张纯.车桥耦合振动分析的Haar小波方法.振动与冲击,2007;26(4):77—80
81王运金.连续梁桥车桥耦合振动分析的数值解法.华东交通大学学报,2007;24(4):25—29
2Cal ada R,Cunha A,Delgado R.Analysis of traffic-induced vibration in a cable-stayed bridge.Part I:Experimental assessment.Journal of Bridge Engineering,ASCE,2005;10(4):370—385
3Cal ada R,Cunha A,Delgado R.Analysis of traffic-induced vibration in a cable-stayed bridge.Part II:Numerical modeling and stochastic simulation.Journal of Bridge Engineering,ASCE,2005;10(4):386—397
4Shi X,Cai C S.Vehicle induced dynamic behavior of short-span slab bridges considering effect of approach slab condition.J Bridge Eng,ASCE,2008;13(1):83—92
5Jeffcott H H.On the vibration of beams under the action of moving loads.Philosophical Mag,1929;8(48):66—97
6Tan C P.Dynamic response of a horizontally curved bridge.Journal of Struct Div,ASCE,1968a;94(3):761—781
7Tan C P.Response of a horizontally curved bridge to moving loads.Journal of Struct Div,ASCE,1968b;94(9):2135—2151
8Timoshenko S.Vibration problems in engineering,4th Ed.NewYork:Wiley,1974
9Warburton G B.The dynamical behavior of structures,2nd Ed.Eng-land,Oxford:Pergamon Press,1976
10Sridharan N.Numerical analysis of vibration of beams subjected to moving loads.J Sound&Vibration,1979;65(1):147—150
11Blejwas TE.Dynamic interaction of moving vehicles and structures.J Sound&Vibration,1979;67(4):513—521
12Inbanathan MJ.Bridge vibrations due to vehicle moving over roughsurface.J Struct Engrg,ASCE,1987;113(9):1994—2008
13Akin J E.Numerical solution for response of beams with moving mass.J Struct Engrg,ASCE,1989;115(1):120—131
14林海,肖盛燮.桥梁车辆振动分析理论评述.重庆交通学院学报,1998;17(3):1—9
15Hwang E S,Nowak A S.Simulation of dynamic load for bridges.J Struct Engrg,ASCE,1991;117(5):1413—1434
16Wang Tonlo,Huang Dongzhou.Cable-stayed bridge vibration due to road surface roughness.J Struct Engrg,ASCE,1992;118(5):1354—1374
17Yang Yeongbin,Lin B H.Vehicle-bridge interaction analysis by dy-namic condensation method.J Struct Engrg,ASCE,1995;121(11):1636—1643
18Yang Yeongbin,Yao Jongdar.Vehicle-bridge interaction element for dynamic analysis.J Struct Engrg,ASCE,1997;123(11):1512—1518
19Tan G H,Brameld G H.Development of an analytical model for trea-ting bridge-vehicle interaction.Engineering Structures,1998;20(1—2):54—61
20谭国辉.车辆与桥梁相互作用的系统模拟.土木工程学报,1996;29(3):34—41
21Xu Y L,Guo WH.Dynamic analysis of coupled road vehicle and ca-ble-stayed bridge systems under turbulent wind.Engineering Struc-tures,2003;23:473—486
22Kwasniewski L,Li Hongyi,Weleezer J.Finite element analysis of vehicle-bridge interaction.Finite Element in Analysis and Design,2006;42:950—959
23毛清华.移动车辆荷载作用下公路桥梁振动分析研究[博士论文].上海:同济大学,1987
24何曙名.斜拉桥的车桥振动分析.石家庄铁道学院学报,1991;4(4):109—117
25梁振辉,苏木标,王业敏.车桥耦合系统动力方程的推导.青岛建筑工程学院学报,1992;13(1):18—26
26梁振辉,苏木标.车桥系统动力特性研究.青岛建筑工程学院学报,1992;13(4):11—17
27程保荣,周玉勋.车桥耦合系统动力分析的模态综合技术.清华大学学报(自然科学版),2002;42(8):1083—1086
28张军,江克斌,胡业平.车桥耦合动力学系统模态综合分析.解放军理工大学学报(自然科学版),2003;4(1):67—70
29王潮海,王宗林.车-桥耦合振动分析的模态综合方法.公路交通科技,2006;23(12):76—80
30肖新标,沈火明.3种车桥耦合振动分析模型的比较研究.西南交通大学学报,2004;39(2);172—175
31杨建荣.车桥耦合作用下公路桥梁局部振动研究.[博士论文].同济大学,2007
32万信华.斜拉桥车桥耦合振动及其MTMD振动控制.[博士论文].华中科技大学,2006
33陈德伟,项海帆.斜张桥二阶理论的实用计算.城市道桥与防洪,1988;1(1):1—12
34项海帆.高等桥梁结构理论.北京:人民交通出版社,2001
35秦远田,陈国平,余岭,等.车-桥耦合系统动力学建模与响应分析.应用力学学报,2008;25(1):129—132
36盛国刚,彭献,李传习.车-桥耦合系统的动力特性分析.长沙交通学院学报,2003;19(4):10—13
37陈炎,黄小清,马友发.车桥系统的耦合振动.应用数学和力学,2004;25(4);354—357
38卜建清,娄国充,罗韶湘.汽车对桥梁冲击作用分析.振动与冲击,2007;26(1);52—55
39方志,殷新峰,彭献.非匀速车辆与随机路面桥梁的耦合振动分析.振动与冲击,2008;27(1):30—37
40Huang Dongzhou,Wang Tonlo,Shahawy M.Vibration of thin-walled box-girder bridges excited by vehicle.J Struct Engrg,ASCE,1995;121(9):1330—1337
41Wang Tonlo,Huang Dongzhou,Shahawy M.Dynamic response of multi-girder bridges.J Struct Engrg,ASCE,1992;118(8):2222—2238
42Huang Dongzhou,Wang Tonlo,Shahawy M.Impact studies of multi-girder concrete bridges.J Struct Engrg,ASCE,1993;119(8):2387—2402
43Wang Tonlo,Huang D Z,Shahawy M,et al.Dynamic response of highway girder bridges.Computers&Structures,1996;60(6):1021—1027
44李小珍,张黎明,张洁.公路桥梁与车辆耦合振动研究现状与发展趋势.工程力学,2008;25(3):230—240
45李晓斌.拉萨河特大桥动力测试与车桥耦合振动分析.振动与冲击,2007;26(11):129—133
46王元丰,许士杰.桥梁在车辆作用下空间动力响应的研究.中国公路学报,2000;13(4):37—41
47(美)Chopra A K.结构动力学理论及其在地震工程中的应用,第二版.谢礼立,译.北京:高教出版社,2007
48杨建荣,李建忠,范立础.基于ANSYS的车桥耦合振动分析.计算机辅助工程,2007;16(4):23—26
49米奇可M.汽车动力学(B),2版.陈荫三,译.北京:人民交通出版社,1994
50满洪高,袁向荣.车桥耦合振动问题的发展进程与研究现状.铁道工程学报,2001;2:26—29
51王荣辉.车桥振动系统中的车辆分析模型.振动与冲击,1997;16(3):18—26
52Green MF,Cebon D,Cole D J.Effects of vehicle suspension design on dynamics of highway bridges.J Struct Engrg,1995;121(2):272—282
53Lin Jenghsiang,Weng Chengchiang.Evaluation of dynamic vehicle load on bridge decks.Journal of Chinese Institute of Engineers,2004;27(5):695—705
54Huang Dongzhou,Wang TL.Vibration of highway steel bridges with longitudinal grades.Computers&Structures,1997;69:235—245
55刘云,钱振东.路面平整度及车辆振动模型的研究综述.公路交通科技,2008;25(1):51—57
56Dodds C J.The description of road surface roughness.J Sound&Vi-bration,1973;31(2):175—183
57Da Silva J G S.Dynamical performance of highway bridge decks with irregular pavement surface.Computers&Structures,2004;82:871—881
58Law S S,Zhu X Q.Bridge dynamic responses due to road surface roughness and braking of vehicle.Journal of Sound and Vibration,2005;282:805—830
59盛国刚.桥梁表面不平顺对车桥耦合振动系统动力效应的影响.应用力学学报,2007;24(1):124—128
60万信华.非平整桥面引起大跨斜拉桥车桥耦合振动响应研究.振动与冲击,2007;26(2);66—71
61孙航,盛洪飞,陈少峰.桥面平整度对大跨度斜拉桥车辆振动的影响分析.公路,2008;6:72—76
62Honda H.Spectra of road surface roughness on bridges.J Struct Div,ASCE,1982;108(9):1956—1966
63Au F TK,Cheng Y S,Cheung Y K.Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles.Computers and Structures,2001;79:853—872
64Liu Chunhua,Huang D Z,Wang T L.Analytical dynamic impact study based on correlated road roughness.Computers&Structures,2002;80:1639—1650
65Song Y,Biondini F.Effects of surface irregularities on the dynamical response of bridge vehicle interaction systems.15th ASCE Engineer-ing Mechanics Conference,Columbia Univ,New York,2002
66金睿臣,宋健.路面不平度的模拟与汽车非线性随机振动的研究.清华大学学报(自然科学版),1999;39(8):76—79
67刘献栋,邓志党,高峰.公路路面不平度的数值模拟方法研究.北京航空航天大学学报,2003;29(9):843—846
68唐意,陈宾.桥梁车振伪随机桥面不平度模拟.福州大学学报(自然科学版),2003;31(3):326—329
69桂水荣,陈水生,唐志军.基于Fourier逆变换法的桥面不平度模拟及测试分析.公路工程,2007;32(6):39—43
70李小珍,蔡婧,张坤,马文斌,强士中.车桥系统耦合振动分析的数值解法.振动与冲击,2002;21(3):21—25
71李小珍.芜湖长江大桥斜拉桥的车桥耦合振动分析.铁道学报,2001;23(2):70—75
72瞿伟廉.万州长江大桥车桥耦合振动的研究.华中科技大学学报,2004;21(3):1—4
73Animesh D,et al.Efficient dynamic analysis of cable-stayed bridges under vehicular movement using space and time adaptivity.Finite Elements in Analysis and Design,2004;40:407—424
74郭文华,郭向荣,曾庆元.京沪高速铁路南京长江大桥斜拉桥方案车桥系统振动分析.土木工程学报,1999;32(3):23—27
75李军强.车桥系统耦合振动响应的简便计算.应用力学学报,2004;21(2):66—70
76彭献.车桥系统的振动分析及控制.动力学与控制学报,2006;4(3):253—258
77殷翔.小波-傅立叶变换综合法的车桥耦合振动分析.太原理工大学学报,2005;36(6):697—700
78余华,吴定俊.Hermite插值在车桥耦合振动中的应用.振动与冲击,2006;25(2):38—40
79杨建荣.车桥耦合振动分析的两种常用插值方法比较.力学季刊,2007;28(4):624—630
80张纯.车桥耦合振动分析的Haar小波方法.振动与冲击,2007;26(4):77—80
81王运金.连续梁桥车桥耦合振动分析的数值解法.华东交通大学学报,2007;24(4):25—29
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