列车-桥梁耦合振动研究的现状与发展趋势
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摘要
就车桥耦合振动的研究思路、车辆分析模型、桥梁分析模型、轮轨接触关系、激励源、数值计算方法6个方面,系统综述了20世纪60年代以来列车-桥梁耦合振动研究的现状与进展,总结在上述6个方面已取得的一些研究成果和结论,同时,指出目前研究工作中存在的尚待进一步完善的问题,提出了今后的研究方向。
In this paper, the stateoftheart review and the research progress of vehiclebridge interaction since the 1960s are summarized. The major achievements and the recent progress of coupling vibration for vehicle and bridge system are discussed according to research method, vehicle model, bridge model, wheel/rail contact relationship, excitation of vehiclebridge interaction and numerical method. Some existing problems at present are mentioned. And also the direction of the further research on vehiclebridge interaction in the future is indicated.
In this paper, the stateoftheart review and the research progress of vehiclebridge interaction since the 1960s are summarized. The major achievements and the recent progress of coupling vibration for vehicle and bridge system are discussed according to research method, vehicle model, bridge model, wheel/rail contact relationship, excitation of vehiclebridge interaction and numerical method. Some existing problems at present are mentioned. And also the direction of the further research on vehiclebridge interaction in the future is indicated.
引文
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[29]曹雪琴.列车通过时桥梁结构竖向振动分析[J].上海铁道学院学报,1981,2(3):1—15.
[30]曹雪琴,陈晓.轮轨蛇行引起桥梁横向振动随机分析[J].铁道学报,1986,8(1):89—97.
[31]李小珍.高速铁路列车-桥梁系统耦合振动理论及应用研究[D].成都:西南交通大学,2000.
[32]曾庆元,等.列车-桥梁时变系统振动分析理论及应用[M].北京:中国铁道出版社,1999.
[33]夏禾,陈英俊.车-梁-墩体系动力相互作用分析[J].土木工程学报,1992,25(2):3—12.
[34]许慰平.大跨度铁路桥梁车桥空间耦合振动研究[D].北京:铁道科学研究院,1988.
[35]王贵春.大跨度铁路斜拉桥车激空间振动线性及非线性分析[D].北京:铁道科学研究院,1996.
[36]王庆波.高速铁路连续梁桥动力响应分析[J].北方交通大学学报,1997,21(4):399—404.
[37]曹雪琴.钢桁梁桥横向振动[M].北京:中国铁道出版社,1991.
[38]陈英俊.桥上列车在地震作用下的运行安全性[A].中国土木工程学会第9届年会,杭州:2000,174—177.
[39]TLWang,KHChu.RailwayBridge/VehicleInterac-tionStudieswithNewVehicleModel[J].JournalofStructuralEngineering,1991,117(7):2099—2116.
[40]曾?
[2]LFryba.VibrationofSolidsandStructuresunderMovingLoads[M].NoordhoffInternationalPublishing,Gronin-gen,theNetherlands,1972.
[3]Timoshenko.工程中的振动问题[M].胡人礼译.北京:人民铁道出版社,1978.
[4]陈英俊.车辆荷载下桥梁振动基本理论的演变[J].桥梁建设,1975,(2):21—35.
[5]何度心.列车动载[J].地震工程与工程振动,1988,8(4):78—98.
[6]松浦章夫.高速铁路における车辆と桥桁の动的相互作用[R].铁道技术研究资料,1974,31(5):14—17.
[7]松浦章夫.新綦铁路の桥梁竖向允许挠度[R].铁道技术研究报告,1974,31(10):445—449.
[8]阿部英彦,谷口纪久.钢铁道设计标准の改订[R].日本土木学会论文报告集,1984,(4):27—37.
[9]松浦章夫.高速铁路桥梁の动力问题の研究[R].日本土木学会论文报告集,1976.12,No.256:35—47.
[10]HT鲍达尔.铁路桥梁与机车车辆相互作用[M].胡人礼译.铁道部专业设计院工程建设标准规范管理处印,1987.
[11]KHChu,VKGarg,CLDhar.Railway-BridgeImpact:SimplifiedTrainandBridgeModel[J].JournaloftheStructuralDivision,ASCE,1979,105(9):1823—1844.
[12]KHChu,VKGarg,AWiriyachai.DynamicInteractionofRailwayTrainandBridges[J].VehicleSystemDy-namics,1980,9(4):207—236.
[13]AWiriyachai,KHChu,VKGarg.BridgeImpactduetoWheelandTrackIrregularities[J].JournalofEngi-neeringMechanicsDivision,1982,108(4):648—666.
[14]MHBhatti.VerticalandLateralDynamicresponseofRailwayBridgesduetononlinearVehicleandTrackIr-regularities[D].Ph.D.Thesis,IllinoisInstituteofTechnology,Chicago,Illinois,1982.
[15]TLWang.ImpactandFatigueinOpen-deckSteelTrussandBallastedPrestressedConcreteRailwayBridges[D].Ph.D.Thesis,IllinoisInstituteofTechnology,Chicago,Illinois,1984.
[16]KHChu,VKGarg,TLWang.ImpactinRailwayPre-stressedConcreteBridges[J].JournalofStructuralEngi-neering,1986,112(5):1036—1051.
[17]GDiana,FCheli.DynamicInteractionofRailwaySys-temswithLargeBridges[J].VehilceSystemDynamics,1989,18(1):71—106.
[18]MOlsson.FiniteElementModelCo-ordinateAnalysisofStructuresSubjectedtoMovingLoads[J].JournalofSound&Vibration,1985,99(1):1—12.
[19]MFGreen,DCebon.DynamicResponseofHighwaybridgestoHeavyVehiclesLoads:TheoryandExperi-mentalValidation[J].JournalofSound&Vibration,1994,170(1):51—78.
[20]MFGreen,DCebon,DavidJCole.EffectsofVehicleSuspensionDesignonDynamicsofHighwayBridges[J].JournalofStructuralEngineering,ASCE,1995,121(2):272—282.
[21]Yeong-BinYang,Bing-HoungLin.Vehicle-BridgeInter-actionAnalysisbyDynamicCondensationMethod[J].JournalofStructuralEngineering,ASCE,1995,121(11):1636—1643.
[22]Yeong-BinYang,Shu-ShyanLiao,Bing-HoungLin.Im-pactFormulasforVehicleMovingoverSimpleandCon-tinuousBeams[J].JournalofStructuralEngineering,ASCE,1995,121(11):1644—1650.
[23]VanBogaert.DynamicResponseofTrainscrossingLargeSpanDouble-trackBridges[J].JournalofCon-structionalSteelResearch,1993,24(1):57—74.
[24]铁道部科学研究院铁建所,等.高速铁路桥梁动力性能研究报告[R].北京,1995.
[25]铁道部科学研究院铁建所,等."九五"国家重点科技攻关计划专题——高速铁路线桥结构与技术条件(标准)的研究(总报告及各分报告)[R].北京,1996.
[26]王福天.车辆系统动力学[M].北京:中国铁道出版社,1994.
[27]VKGarg.铁道车辆系统动力学[M].沈利人译.成都:西南交通大学出版社,1998.
[28]张定贤.机车车辆轨道系统动力学[M].北京:中国铁道出版社,1996.
[29]曹雪琴.列车通过时桥梁结构竖向振动分析[J].上海铁道学院学报,1981,2(3):1—15.
[30]曹雪琴,陈晓.轮轨蛇行引起桥梁横向振动随机分析[J].铁道学报,1986,8(1):89—97.
[31]李小珍.高速铁路列车-桥梁系统耦合振动理论及应用研究[D].成都:西南交通大学,2000.
[32]曾庆元,等.列车-桥梁时变系统振动分析理论及应用[M].北京:中国铁道出版社,1999.
[33]夏禾,陈英俊.车-梁-墩体系动力相互作用分析[J].土木工程学报,1992,25(2):3—12.
[34]许慰平.大跨度铁路桥梁车桥空间耦合振动研究[D].北京:铁道科学研究院,1988.
[35]王贵春.大跨度铁路斜拉桥车激空间振动线性及非线性分析[D].北京:铁道科学研究院,1996.
[36]王庆波.高速铁路连续梁桥动力响应分析[J].北方交通大学学报,1997,21(4):399—404.
[37]曹雪琴.钢桁梁桥横向振动[M].北京:中国铁道出版社,1991.
[38]陈英俊.桥上列车在地震作用下的运行安全性[A].中国土木工程学会第9届年会,杭州:2000,174—177.
[39]TLWang,KHChu.RailwayBridge/VehicleInterac-tionStudieswithNewVehicleModel[J].JournalofStructuralEngineering,1991,117(7):2099—2116.
[40]曾?
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