环境振动新进展
出版时间:
2013-10
版次:
1
ISBN:
9787560853031
定价:
198.00
装帧:
平装
开本:
16开
纸张:
胶版纸
页数:
537页
字数:
867千字
正文语种:
简体中文，英语
3人买过
-
《环境振动新进展》内容分为8部分：1.KeynoteLectures；2.WavePropagationinSoils；3.PredictionandSimulationMethodsofEnvironmentalVibration；4.FieldMeasurementandEvaluationofEnvironmentalVibrations；5.Soil-StructureDynamicInteraction；6.RailroadTrackandVehicleDynamicsModeling；7.MeasuresinReducingEnvironmentalVibration；8.AssessmentonStructuralSafetyandServiceability。 Preface
ScientificCommittee
LocalOrganizingCommittee
PartⅠKeynoteLectures
NumericalSimulationofHigh-SpeedTrainInducedGroundVibrationforNon-BallastedRailwayonEmbankment
AmbientVibrationTestingofaLargeTrussBridgewithOptimalSensorPlacement
DynamicPerformanceofBallastlessHigh-SpeedRailwaysFromaFull-ScaleAcceleratedRailwayTesting（ART）
DynamicAnalysisofTrain-BridgeSystemandItsApplicationtoBridgeDesignforHigh-SpeedRailwaysinChina
PartⅡWavePropagationinSoils
InfluencedFactorofSiteInformationontheEnvironmentalGroundVibration
AnalysisofScatteringWaveFieldaroundaCavitywithCircularCross-SectionEmbeddedinSaturatedSoil
OptimalTime-FrequencyDistributionforAnalyzingNon-StationarySignalofGroundVibrationInducedbySubway
GraspofVibrationTransferCharacteristicsfromGroundtoResidentialHouseInsidebyUsingtheDevelopedExcitingSystemforExaminationofEnvironmentalVibration
HarmonicWaveDiminutionandEnergyScatterinaPlanarDomainwithRandomlyInhomogeneousMaterialDensity
PartⅢPredictionandSimulationMethodsofEnvironmentalVibration
AnEfficientNumericalModelfortheSimulationofVibrationsInducedbyRailwayTrafficinTunnels
SurfaceResponseAnalysisExcitedbyanEmbeddedMovingLoad
StudyofVibrationImpactonHistoricBuildingsInducedbySubwayTrainsinSpatialOverlappingTunnels
StudyonComparisonofGroundVibrationsInducedbyMetroinCurvedandStraightSections
TheInfluenceofTrainLoadPositiononPanelContributiontoAcousticRadiationofViaductBox-BeaminHighSpeedRailway
TheoreticalSolutionforFreeVibrationofSimple-SupportedGirderBridgewithContinuousDeckSlab
SimulationofVibrationoftheTrack-EmbankmentonRigidFoundationDuetoMovingLoadbyUsing2.5DFiniteElementMethod
ThreeDimensionalVibrationEffectsofFoundationInducedbyHigh-SpeedMovingLoads
NumericalAnalysisofImpactForcesBetweenaLightTruckandHigh-SpeedRailwayBridgePier
PartⅣFieldMeasurementandEvaluationofEnvironmentalVibrations
TheInfluenceofSoilPropertiesontheGroundVibrationDuetoRailwayTrafficandOtherSources-theComparabilityofDifferentSites
FieldTestingResearchontheVibrationInfluenceontheHistoricandOldBuildingsInducedbyMetroShieldConstruction
Train-InducedSubgradeVibrationLevelbyFieldExperiments
In-situMeasurementsandAnalysisofEffectsonSensitiveInstrumentsinNear-byBuildingsDuetoVibrationsInducedbyRoadVehicles
TestandEvaluationofVibrationEnvironmentinLow-lyingWaitingHallofHigh-SpeedRailway
StudyontheCharacteristicsofRailCorrugationofBeijingMetroBasedonIn-situDynamicTests
FieldTestsandAnalysisofVibrationIsolationonTypicalRailwayGroundBarriers
VibrationMeasurementandAnalysisforBuildingsinaCertainResidentialDistrict
StudyontheVibrationCausedbySubwayTrainandItsEffectonExistingMasonryBuilding
CementitiouslyStabilizedMaterialsUsingUltrasonicTesting
TheResearchontheDynamicTestoftheDoubleTrackChannelBeam
VibrationTestandAnalysisofaHigh-TechElectronicsPlantinSuzhou
PartⅤSoil-StructureDynamicInteraction
EffectofNonlinearSoilBehavioronDynamicSoil-StructureInteraction
DynamicResponseofCylindricalLininginPoroelasticSaturatedHalf-spaceSoilInducedbyInternalLoading
DynamicResponseofVehicle-BridgeSystemConsideringSoil-StructureInteraction
DynamicSoilPressureandVelocityofSlabTrack-SubgradeinHigh-SpeedRailway
ASimplifiedSolutionfortheTorsionalResponseofPCCPileinSaturatedSoil
PartⅥRailroadTrackandVehicleDynamicsModeling
StudyontheAnalyticalModelofCoupledVehicleandTrackwithVariableSpeeds
3DReconstructionMethodtoAnalyzeandEvaluationBallastGravels
GroundVibrationAnalysisCausedbyChinaRailwayHigh-SpeedwithTrackGeometricIrregularities
Computer-VisionBased3DDiscreteElementModelingofRailroadBallast
StudyonRailCorrugationDuetoTrain/TrackDynamicInteractionBasedoninSituTests
VibrationCharacteristicsofShortFloatingSlabTrackinMetroLine
VibrationAnalysisforVehicle-BridgeInteractionbyDuhamelIntegralMethod
StudyonWheel/RailAcousticRadiationofTroughGirderBridgeforUrbanRailTransit
NumericalAnalysisonReasonableDesignofPhysicalModelofHighSpeedRailway
MechanicalAnalysisofRailPadSubjectedtoDynamicLoadCausedbyTrain
PartⅦMeasuresinReducingEnvironmentalVibration
AnalysisofVibrationReductionEffectofSteelSpringFloatingSlabTrackwithFiniteElements
EffectivenessofUnderSleeperPadsinInsulatingtheTrain-InducedGroundVibrations
NumericalSimulationoftheVibrationIsolationViaaNewTypeofPileStructure：theLinkedPileRow
In-situTestandNumericalEvaluationofActiveVibrationIsolationbyWIBUnderHorizontalExcitations
Three-dimensionalAnalysisofActiveIsolationbyClosedSquareOpenTrenchesUsingGridMethod
ExperimentalStudyonVibrationandSoundRadiationReductionofRingDampingWheels
ApplicationoftheBallastlessTrackVibrationDampingSystemtoVibrationReductionofHigh-SpeedRailwayTunnel
2-DAnalysisofOpenTrenchasActiveBarriersduetoPointLoadinSaturatedSoil
StudyonGroundVibrationIsolationbyOpenTrenchinLayeredSoils
InnovativeResearchandApplicationofFST——PrefabricatedSlab
……
PartⅧAssessmentonStructuralSafetyandServiceability
AuthorIndex
-
内容简介:
《环境振动新进展》内容分为8部分：1.KeynoteLectures；2.WavePropagationinSoils；3.PredictionandSimulationMethodsofEnvironmentalVibration；4.FieldMeasurementandEvaluationofEnvironmentalVibrations；5.Soil-StructureDynamicInteraction；6.RailroadTrackandVehicleDynamicsModeling；7.MeasuresinReducingEnvironmentalVibration；8.AssessmentonStructuralSafetyandServiceability。
-
目录:
Preface
ScientificCommittee
LocalOrganizingCommittee
PartⅠKeynoteLectures
NumericalSimulationofHigh-SpeedTrainInducedGroundVibrationforNon-BallastedRailwayonEmbankment
AmbientVibrationTestingofaLargeTrussBridgewithOptimalSensorPlacement
DynamicPerformanceofBallastlessHigh-SpeedRailwaysFromaFull-ScaleAcceleratedRailwayTesting（ART）
DynamicAnalysisofTrain-BridgeSystemandItsApplicationtoBridgeDesignforHigh-SpeedRailwaysinChina
PartⅡWavePropagationinSoils
InfluencedFactorofSiteInformationontheEnvironmentalGroundVibration
AnalysisofScatteringWaveFieldaroundaCavitywithCircularCross-SectionEmbeddedinSaturatedSoil
OptimalTime-FrequencyDistributionforAnalyzingNon-StationarySignalofGroundVibrationInducedbySubway
GraspofVibrationTransferCharacteristicsfromGroundtoResidentialHouseInsidebyUsingtheDevelopedExcitingSystemforExaminationofEnvironmentalVibration
HarmonicWaveDiminutionandEnergyScatterinaPlanarDomainwithRandomlyInhomogeneousMaterialDensity
PartⅢPredictionandSimulationMethodsofEnvironmentalVibration
AnEfficientNumericalModelfortheSimulationofVibrationsInducedbyRailwayTrafficinTunnels
SurfaceResponseAnalysisExcitedbyanEmbeddedMovingLoad
StudyofVibrationImpactonHistoricBuildingsInducedbySubwayTrainsinSpatialOverlappingTunnels
StudyonComparisonofGroundVibrationsInducedbyMetroinCurvedandStraightSections
TheInfluenceofTrainLoadPositiononPanelContributiontoAcousticRadiationofViaductBox-BeaminHighSpeedRailway
TheoreticalSolutionforFreeVibrationofSimple-SupportedGirderBridgewithContinuousDeckSlab
SimulationofVibrationoftheTrack-EmbankmentonRigidFoundationDuetoMovingLoadbyUsing2.5DFiniteElementMethod
ThreeDimensionalVibrationEffectsofFoundationInducedbyHigh-SpeedMovingLoads
NumericalAnalysisofImpactForcesBetweenaLightTruckandHigh-SpeedRailwayBridgePier
PartⅣFieldMeasurementandEvaluationofEnvironmentalVibrations
TheInfluenceofSoilPropertiesontheGroundVibrationDuetoRailwayTrafficandOtherSources-theComparabilityofDifferentSites
FieldTestingResearchontheVibrationInfluenceontheHistoricandOldBuildingsInducedbyMetroShieldConstruction
Train-InducedSubgradeVibrationLevelbyFieldExperiments
In-situMeasurementsandAnalysisofEffectsonSensitiveInstrumentsinNear-byBuildingsDuetoVibrationsInducedbyRoadVehicles
TestandEvaluationofVibrationEnvironmentinLow-lyingWaitingHallofHigh-SpeedRailway
StudyontheCharacteristicsofRailCorrugationofBeijingMetroBasedonIn-situDynamicTests
FieldTestsandAnalysisofVibrationIsolationonTypicalRailwayGroundBarriers
VibrationMeasurementandAnalysisforBuildingsinaCertainResidentialDistrict
StudyontheVibrationCausedbySubwayTrainandItsEffectonExistingMasonryBuilding
CementitiouslyStabilizedMaterialsUsingUltrasonicTesting
TheResearchontheDynamicTestoftheDoubleTrackChannelBeam
VibrationTestandAnalysisofaHigh-TechElectronicsPlantinSuzhou
PartⅤSoil-StructureDynamicInteraction
EffectofNonlinearSoilBehavioronDynamicSoil-StructureInteraction
DynamicResponseofCylindricalLininginPoroelasticSaturatedHalf-spaceSoilInducedbyInternalLoading
DynamicResponseofVehicle-BridgeSystemConsideringSoil-StructureInteraction
DynamicSoilPressureandVelocityofSlabTrack-SubgradeinHigh-SpeedRailway
ASimplifiedSolutionfortheTorsionalResponseofPCCPileinSaturatedSoil
PartⅥRailroadTrackandVehicleDynamicsModeling
StudyontheAnalyticalModelofCoupledVehicleandTrackwithVariableSpeeds
3DReconstructionMethodtoAnalyzeandEvaluationBallastGravels
GroundVibrationAnalysisCausedbyChinaRailwayHigh-SpeedwithTrackGeometricIrregularities
Computer-VisionBased3DDiscreteElementModelingofRailroadBallast
StudyonRailCorrugationDuetoTrain/TrackDynamicInteractionBasedoninSituTests
VibrationCharacteristicsofShortFloatingSlabTrackinMetroLine
VibrationAnalysisforVehicle-BridgeInteractionbyDuhamelIntegralMethod
StudyonWheel/RailAcousticRadiationofTroughGirderBridgeforUrbanRailTransit
NumericalAnalysisonReasonableDesignofPhysicalModelofHighSpeedRailway
MechanicalAnalysisofRailPadSubjectedtoDynamicLoadCausedbyTrain
PartⅦMeasuresinReducingEnvironmentalVibration
AnalysisofVibrationReductionEffectofSteelSpringFloatingSlabTrackwithFiniteElements
EffectivenessofUnderSleeperPadsinInsulatingtheTrain-InducedGroundVibrations
NumericalSimulationoftheVibrationIsolationViaaNewTypeofPileStructure：theLinkedPileRow
In-situTestandNumericalEvaluationofActiveVibrationIsolationbyWIBUnderHorizontalExcitations
Three-dimensionalAnalysisofActiveIsolationbyClosedSquareOpenTrenchesUsingGridMethod
ExperimentalStudyonVibrationandSoundRadiationReductionofRingDampingWheels
ApplicationoftheBallastlessTrackVibrationDampingSystemtoVibrationReductionofHigh-SpeedRailwayTunnel
2-DAnalysisofOpenTrenchasActiveBarriersduetoPointLoadinSaturatedSoil
StudyonGroundVibrationIsolationbyOpenTrenchinLayeredSoils
InnovativeResearchandApplicationofFST——PrefabricatedSlab
……
PartⅧAssessmentonStructuralSafetyandServiceability
AuthorIndex
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