预览加载中,请您耐心等待几秒...
1/4
2/4
3/4
4/4

在线预览结束,喜欢就下载吧,查找使用更方便

如果您无法下载资料,请参考说明:

1、部分资料下载需要金币,请确保您的账户上有足够的金币

2、已购买过的文档,再次下载不重复扣费

3、资料包下载后请先用软件解压,在使用对应软件打开

基于车-桥耦合振动理论的连续梁桥影响因素分析 Abstract Asacrucialcomponentoftransportationinfrastructure,continuousbeambridgesarepronetosufferingfromvariousenvironmentalandtrafficloads.Therefore,itisnecessarytoinvestigatetheinfluencingfactorsofcontinuousbeambridgesbasedonthevehicle-bridgecouplingvibrationtheory.Inthispaper,thetheoreticalframeworkofvehicle-bridgecouplingvibrationisintroduced.Furthermore,thekeyinfluencingfactors,includingvehiclespeed,bridgespanlength,andpavementcondition,arereviewedin-depth.Throughthedetailedanalysisofthesefactors,thepotentialproblemsandchallengesofcontinuousbeambridgesarerevealed,providinginsightsfortheoptimizationandimprovementofbridgedesignandmaintenance. Introduction Continuousbeambridgesarewidelyusedinmoderntransportationinfrastructureduetotheirnumerousadvantages,suchasstabilityandeconomy.However,thestructuralperformanceofcontinuousbeambridgescanbesignificantlyaffectedbyvariousenvironmentalandtrafficloads,suchaswind,temperature,dynamicvehicleloads,andpavementconditions.Thedynamicvehicleloadisoneofthemostcriticalfactorsthatcreatevibrationsonthebridgedeckandcausedamagetothebridgestructure.Themovementsofvehiclesoverthecontinuousbeambridgeinducedifferentvibrationmodesonthebridge,whichaffectsthenaturalfrequencyanddampingofthebridgestructure.Therefore,itbecomescrucialtostudytheimpactofvariousinfluencingfactorsonthedynamicresponseofcontinuousbeambridges. Thispaperaimstoprovideananalysisoftheinfluencingfactorsoncontinuousbeambridgesbasedonvehicle-bridgecouplingvibrationtheory.Firstly,thetheoreticalframeworkandprinciplesofvehicle-bridgecouplingvibrationareintroduced.Then,thekeyinfluencingfactorsaffectingthedynamicresponseanddamageofcontinuousbeambridgesarediscussedindetail.Byanalyzingthesefactors,thepotentialproblemsandchallengesofcontinuousbeambridgescanbeidentifiedandaddressed,leadingtobetterbridgedesignandmaintenancestrategies. Vehicle-BridgeCouplingVibrationTheory Thevibrationofabridgeiscausedbyboththebridge'sowncharacteristics,suchasnaturalfrequencyanddamp