简介：Thisstudyproposesanewidentificationalgorithmabouttheadmittancefunction,whichcanestimatethefullsetofsixaerodynamicadmittancefunctionsconsideringcrosspowerspectraldensityfunctionsabouttheforcesandtheturbulencecomponents.ThemethodwasfirstnumericallyvalidatedthroughMonteCarlosimulations,andthenadoptedtoestimatetheaerodynamicadmittanceofastreamlinedbridgedeck.Theidentificationmethodwasfurthervalidatedthroughacomparisonbetweenthenumericalcalculationandwindtunneltestsonamovingbridgesection.

简介：Experimentsarereportedontheeffectsofflowintensity,obstaclealignmentandcross-sectiongeometryontheequilibriumscourdeptharoundabutments.Theeffectofflowintensitywasstudiedforclearwaterflowconditions,theobstaclealignmentwasstudiedforawiderangeofanglesoftheobstaclewiththeflowdirection,andtestsonthecross-sectiongeometryapplyonlytothecasewheretheabutmentextendsintothemainchannelofacompoundcross-section(two-stagechannel).Thechannelbankandfloodplainwerebuiltupwithsand.Thehypothesisofzeroscourforflowvelocitiessmallerthanapproximately50%ofthethresholdvelocityforthebeginningofmotionintheapproachingflowcannotberejected;maximumscouroccursforobstaclesprotrudingatrightanglefromthecross-sectionwalls,thereductionbeingsmallwhenobstaclespointupstream;comparedwithrigidbanks,thescourdepthseemstobesignificantlyreducedwhenchannelbankandfloodplainareconstitutedofalluvialmaterial.

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简介：你听说过童谣背后的故事吗？你想知道它是怎么来的吗？让我们一起来看看吧!

简介：Rainbow是个神奇的自然现象，它的出现总是给人惊喜和愉悦，所以RainbowBridge将是一个传递惊喜和欢乐的桥梁。通过RainbowBridge，你可以把你的祝福送到每个角落。你的父母、你的老师、你的朋友将在这里接收到你对他们的关心和帮助。

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简介：Rainbow是个神奇的自然现象，它的出现总是给人惊喜和愉悦，所以RainbowBridge将是一个传递惊喜和欢乐的桥梁。

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简介：THESEoldZhuangminorityfarmers'houseshavethreestories-pigs,hensandotherfarmanimalsarekeptonthefirstfloor,familymembersliveonthesecondandgrainandcornarestoredonthethird.'It'saprettysmartdesignbecauseit

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简介：ThereisariverflowinginfrontofBainamVillageinDeqengTownofDarzeCounty.Becauseschools,infirmaries,supplyandmarketingcooperativesandmostofthefarmlandareallontheothersideoftheriver,anyonewhowantedaccesshadtoundertakeaninconvenient12-kindetour.Mattersbecameevenworseintherainyseason,whenthewaterlevelrose.

简介：THEpublishingindustryisflourishingandbecomingmoreandmoredynamicinChinatoday.Amongthe500pub-lishinghouses,thepeople'sEducation

简介：Thelogicalderivativesofp-adiccopy-shiftandshift-copygeneralizedBridgefunctionsaregiveninthispaper.Whenpequals2,theyareexactlythelogicalderivativesofnaturalorderingcopy-shiftandcopy-shiftBridgefunctions.

简介：Thispapersummarizesthedesignequationsforlocalscourdeptharoundbridgeabutmentsasproposedbydifferentinvestigators,andalsothedifferentfactors,affectingthescourdepth.Methodsfortheestimationoflocalscourdepthbasedondimensionalanalysisarealsopresented.Thedesignmethodsbasedonempiricalrelationssuchasflowdepth,flowintensity,sedimentcharacteristics,abutmentsshapeandsize,alignment,andapproachchannelgeometryarealsodiscussed.Sinceclear-waterscouristhemaximumscourdepth,theequationforclear-waterscourisrecommendedforthecomputationoflocalscourdeptharoundbridgeabutmentsforuniformlyandnon-uniformlygradedsediments.

简介：Anintegratedcouplingelementconsideringwheel-railinterfaceforanalyzingthedynamicresponsesofvehicle-rail-bridgeinteractionsystemwithanon-uniformcontinuousbridgeispresented.Thegoverningequationsoftheinteractionsystemareestablishedfirst,andthesolutionprocedureandassemblymethodofthecouplingelementaredemonstrated.Finally,theaccuracy,efficiencyandfunctionoftheintegratedcouplingelementaretestedusingtwonumericalexamples.Theinfluencesofdifferentcombinationsofrailandbridgeelementlengthinthecouplingelementonthesolutionareinvestigated,andtheeffectsofdifferentrailirregularitiesonthedynamicresponsesarediscussed.

简介：Tosystematicallystudythevehicle–bridgecoupleddynamicresponseanditschangerulewithdifferentparameters,avehiclemodelwithsevendegreesoffreedomwasbuiltandthetotalpotentialenergyofvehiclespacevibrationsystemwasdeduced.Consideringthestimulationofroadroughness,thedynamicresponseequationofvehicle–bridgecoupledsystemwasestablishedinaccordancewiththeelasticsystemprincipleoftotalpotentialenergywithstationaryvalueandthe‘‘set-in-right-position''rule.Onthebasisoftheself-compiledFortranprogramandbridgeengineering,thedynamicresponseoflongspancontinuousgirderbridgeundervehicleloadwasstudied.Thisstudyalsoincludedthecalculationofvehicleimpactcoefficient,evaluationofvibrationcomfort,andanalysisofdynamicresponseparameters.Resultsshowtheimpactcoefficientchangeswithlanenumberandislargerthanthevaluecalculatedbythe‘‘generalcodefordesignofhighwaybridgesandculverts(China)''.TheDieckmannindexofbridgevibrationisalsorelatedtolanenumber,andthevibrationcomfortevaluationisgoodinnormalconditions.Therelevantconclusionsfromparametricanalyseshavepracticalsignificancetodynamicdesignanddailyoperationoflong-spancontinuousgirderbridgesinexpressways.Safetyandcomfortareexpectedtoimprovesignificantlywithfurthercontrolofthevibrationofvehicle–bridgesystem.

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