简介:近年来,随着轨道交通开通运营城市不断增加、线网规模持续扩大,安全保障压力不断增加,对我国城市轨道交通安全运行管理体制提出了严峻考验。城市轨道交通全生命周期包括规划、建设、运营等环节,过去分别由发改委、住建部、交通运输部等管理。但由于城市轨道交通的发展较快、线路众多导致部分监管衔接界面不够清晰,各部门的工作协调机制不够顺畅,运营监管难以提前介入前期规划和建设工作,增加了后期运营安全风险和运营服务的管理难度,不利于保障城市轨道交通平稳发展、安全运营。因此,为了规范城市轨道交通运营管理,保障运营安全,提高服务质量,交通运输部接手住建部负责城市轨道交通运营管理,并公布了新的《城市轨道交通运营管理规定》(以下简称《规定》),自2018年7月1日起施行。
简介:Acomplianttowerismodeledasapartiallydry,partiallytapered,dampedTimoshenkobeamwiththesuperstructuremodeledasaneccentrictipmass,andanon-classicaldampedboundaryatthebase.Thefoundationismodeledasacombinationofalinearspringandatorsionalspring,alongwithparallellinearandtorsionaldampers(Kelvin-Voigtmodel).Thesuperstructureaddstothekineticenergyofthesystemwithoutaffectingthepotentialenergy,therebyreducingthenaturalfrequencies.Theweightofthesuperstructureactsasanaxialcompressiveloadonthebeam,reducingitsnaturalfrequenciesfurther.Theemptyspacefactorduetothetruss-typestructureofthetowerisincluded.Theeffectofsheardeformationandrotaryinertiaareincludedinthevibrationanalysis;withthenon-uniformbeammode-shapesbeingaweightedsumoftheuniformbeammode-shapessatisfyingtheendcondition.TheweightsareevaluatedbytheRayleigh-Ritz(RR)method,andverifiedusingfiniteelementmethod(FEM).Theweightofthesuperstructureactsasanaxialcompressiveloadonthebeam.Kelvin-Voigtmodelofstructuraldampingisincluded.Apartofthestructurebeingunderwater,thevirtualaddedinertiaisincludedtocalculatethewetnaturalfrequencies.Aparametricstudyisdoneforvariousmagnitudesoftipmassandvariouslevelsofsubmergence.ThecomputationalefficiencyandaccuracyoftheRayleigh-Ritzmethod,ascomparedtotheFEA,hasbeendemonstrated.Theadvantageofusingclosed-formtrialfunctionsisclearlyseenintheefficacyofcalculatingthevariousenergycomponentsintheRRmethod.