Advanced Analysis and Design for Fire Safety of Steel Structures

图书标准信息

• 作者 李国强、王培军 著
• 出版社 浙江大学出版社
• 出版时间 2012-09
• 版次 1
• ISBN 9787308082679
• 定价 184.00元
• 装帧 精装
• 开本 16开
• 纸张 胶版纸
• 页数 357页
• 字数 718千字
• 正文语种 简体中文

【内容简介】

　　《AdvancedAnalysisandDesignforFireSafetyofSteelStructures》"Steelstructurefireresistantadvancedanalysisanddesign（Englishveion）（fine）"（LiGuoqiang，WangPeijun）：AdvancedAnalysisandDesignforFireSafetyofSteelStructuressystematicallypresentsthelatestfindingsonbehaviouofsteelstructuralcomponentsinafire,suchasthecatenaryactioofrestrainedsteelbeams,thedesignmethodsforrestrainedsteelcolum,andthemembraneactioofconcretefloorslabswithsteeldecks.Usingasystematicdescriptionofstructuralfiresafetyengineeringprinciples,theauthoillustratetheimportantdifferencebetweenbehaviouofanisolatedstructuralelementandtherestrainedcomponentinacompletestructureunderfireconditio."Steelstructurefireresistantadvancedanalysisanddesign（Englishveion）（fine）"willbeanessentialresourceforstructuralengineewhowishtoimprovetheirundetandingofsteelbuildingsexposedtofires.Itisalsoanidealtextbookforintroductorycouesinfiresafetyformaster'sdegreeprogramsinstructuralengineering,andisexcellentreadingmaterialforfinal-yearundergraduatestudentsincivilengineeringandfiresafetyengineering.Furthermore,itsuccessfullybridgestheinformationgapbetweenfiresafetyenginee,structuralengineeandbuildingipecto,andwillbeofsignificantinteresttoarchitects,codeofficials,buildingdesigneandfirefighte.

【作者简介】

　　Dr.GuoqiangLiisaProfessorattheCivilEngineeringCollegeofTongjiUniveity，China；Dr.PeijunWangisanAssociateProfessorattheSchoolofCivilEngineeringofShandongUniveity,China.

【目录】

Introduction
1.1DamagetoSteelStructuresCausedbyFire
l.l.1GlobalCollapseofSteelStructuresinFire
1.1.2DamagetoStructuralComponentsbyFire
1.2RequirementsforFireResistanceofSteelStructures
1.2.1UltimateLimitStateofStructuresinaFire
1.2.2LoadBearingCapacityCriteria
1.2.3Fire-ResistanceDurationDemands
1.3ApproachforDeterminingFire-ResistanceofSteelStructures
1.3.1ExperimentalApproach
1.3.2AnalyticalApproach
References

FireinBuildings
2.1BasicConcepts
2.1.1FireLoad
2.1.2HeatReleasedRate
2.2CompartmentFire
2.2.1DevelopmentofCompartmentFire
2.2.2HeatReleaseModelofFirebeforeFlashover
2.2.3ConditioNecessaryforFlashover
2.2.4HeatReleaseRateoftheFireafterFlashover
2.2.5ModelingofCompartmentFire
2.2.6EmpiricalModelingofCompartmentFire
2.3LargeSpaceBuildingFire
2.3.1CharacteristicsofLargeSpaceBuilding
2.3.2CharacteristicsofLargeSpaceBuildingFire
2.3.3SimulationofLargeSpaceBuildingFireusingZoneModel
2.3.4CharacteristicsofLargeSpaceBuildingFire
2.4StandardFireandEquivalentExposureTime
2.4.1StandardFire
2.4.2EquivalentExposureTime
References

PropertiesofSteelatElevatedTemperatures
3.1ThermalPropertiesofStructuralSteelatElevatedTemperatures
...
3.1.1Conductivity
3.1.2SpecificHeat
3.1.3Deity
3.2MechanicalPropertiesofStructuralSteelatHighTemperature
3.2.1TestRegimes
3.2.2DefinitionofYieldStrengthatHighTemperature
3.2.3MechanicalPropertiesofStructuralSteelatHigh
Temperatures
3.2.4YieldStrengthandElasticModulusofFire-ResistantSteel
atHighTemperatures
3.2.5Stress-StrainRelatiohipofNormalStrengthStructural
SteelandFire-ResistantSteelatElevatedTemperatures
3.3MechanicalPropertiesofHighStrengthSteelatHigh
Temperatures
3.3.1HighStrengthBolt
3.3.2HighStrengthCable
3.4PropertiesofStainlessSteelatHighTemperatures
3.4.1ThermalPropertiesofStainlessSteel
3.4.2MechanicalPropertiesofStainlessSteelatHigh
Temperatures

References
TemperatureElevatioofStructuralSteelComponentsExposedto
Fire
4.1LawsofHeatTrafer
4.1.1HeatTraferinStructuralMembe
4.1.2HeatTraferbetweenHotSmokeandaStructuralMember
4.2PracticalCalculationMethodforTemperatureElevationof
StructuralMembe
4.2.1CalculatingModel
4.2.2TemperatureElevationofStructuralComponentwith
UniformlyDistributedTemperature
4.2.3TemperatureofStructuralComponentwithNon-Uniformly
DistributedTemperature
4.3PracticalCalculationMethodforTemperatureEvolutionof
StructuralMembeExposedtoaLargeSpaceBuildingFire
4.3.1EffectsofFlameRadiationonTemperatureElevationof
Un-ProtectedSteelStructuralComponents
4.3.2ParametricStudy
4.3.3LimitValueofFlameRadiation
4.4Example
References

Fire-ResistanceofIsolatedFlexuraiStructuralComponents
5.1Load-bearingCapacityofaFlexuralSteelComponentatHigh
Temperatures
5.1.1StrengthofaFlexuralSteelComponentatHigh
Temperatures
5.1.2LateralToionalBucklingStrengthofaFlexuralSteel
ComponentatHighTemperatures
5.1.3CriticalTemperatureofaFlexuralSteelComponentinFire.
5.1.4Example
5.2Fire-resistanceofFlexuralSteel-ConcreteCompositeComponents
5.2.1MaterialPropertiesandTemperatureCalculationofa
CompositeBeam
5.2.2StrengthofaCompositeBeamatHighTemperature
5.2.3CriticalTemperatureofaCompositeBeam
5.2.4ParametricStudy
5.2.5SimplifiedApproachfortheFireResistanceDesignof
CompositeBeams
5.2.6ExampleandComparison
5.2.7ExperimentalValidation
References

Fire-ResistanceofIsolatedCompressedSteelComponents
6.1FireResistanceofAxiallyCompressedSteelComponents
6.1.1LoadBearingCapacityofAxiallyCompressedSteel
Components
6.1.2CriticalTemperatureofartAxiallyCompressedComponent
6.1.3Example
6.2DesignMethodforaStructuralComponentundertheCombined
AxialForceandBendingMoment
6.2.1StabilityofaStructuralComponentundertheCombined
AxialForceandBendingMoment
6.2.2Cross-SectionalStrengthoftheStructuralComponent
undertheCombinedAxialForceandBendingMomentat
ElevatedTemperatures
6.2.3CriticalTemperatureoftheStructuralComponent
SubjectedtotheCombinedAxialForceandBending
Moment
6.2.4Example
References

Fire-ResistanceofRestrainedFlexuralSteelComponents
7，1Fire-ResistanceofaRestrainedSteelBeam
7.1.1FireTestofRestrainedSteelBeams
7.1.2AnalysisandDesignforFire-ResistanceofaRestrained
SteelBeam
7.2FireResistanceofSteel-ConcreteCompositeBeams
7.2.1FireTestonRestrainedSteel-ConcreteCompositeBeams.
7.2.2AnalysisofRestrainedSteel-ConcreteCompositeBeams..
7.2.3PracticalDesignMethodforaRestrainedSteel-Concrete
CompositeBeam
7.2.4AxialForceintheCompositeBeam
References

Fire-ResistanceofRestrainedSteelColum
8.1FireTestonRestrainedSteelColumwithAxialandRotational
Restraint
8.1.1TestSet-UpandTestSpecimen
8.1.2DisplacementandTemperatureAcquisition
8.1.3TestSchedule
8.1.4TestResults
8.1.5NumericalSimulationoftheFireTest
8.2ParametricStudyofRestrainedSteelColunmsinaFire
8.2.1Paramete
8.2.2ParametricStudyonaRestrainedSteelColumnunder
AxialLoadOnlyinaFire
8.2.3ParametricStudyofaRestrainedColumnunderCombined
AxialLoadandBendingMomentinaFire
8.3SimplifiedDesignMethodforRestrainedSteelColuminaFire.
8.3.1DesignMethodforRestrainedColumunderAxialLoad
OnlyinaFire
8.3.2DesignMethodsfortheRestrainedColumunder
CombinedAxialLoadandBendingMoment
8.4Fire-ResistanceofRestrainedColumwithNon-Uniform
TemperatureDistribution
8.4.1TestArrangementandItrumentation
8.4.2TemperatureDistribution
8.4.3ContinuumModel
8.4.4ExperimentStudy
References

Fire-ResistanceofCompositeConcreteSlabs
9.1Fire-resistanceDesignMethodforCompositeConcreteSlabs
BasedonSmallDeflectionTheory
9.1.1StudiedSlabs
9.1.2ParametricStudies
9.1.3SimplifiedDesignMethod
9.1.4VerificationbytheFireResistanceTest
9.2FireResistanceDesignMethodfortheCompositeStab
CoideringMembraneAction
9.2.1DevelopmentoftheMembraneActionofaCompositeSlab
inaFire
9.2.2FireTestontheCompositeSlab
9.2.3AnalysisoftheCompositeSlabinCoiderationofthe
MembraneActioninaFire
References

10AnalysisofSteelMoment-ResistantFramesSubjectedtoaFire
10.1ElementforAnalysis
10.1.1PropertiesoftheElementalCross-Section
10.1.2LocationoftheNeutralAxisinanElasticState
10.1.3EqnivalentAxialStiffness
10.1.4EquivalentBendingStiffnessinanElasticState
10.1.5InitialYieldingMoment
10.1.6LocationoftheNeutralAxisinTotalPlasticState
10.1.7PlasticMoment
10.1.8StiffnessofElement
10.2ThermalForceofElement~
10.3StructuralAnalysis
10.4ExperimentalandTheoreticalPrediction
References

11AnalysisandDesignofLargeSpaceSteelStructureBuildings
SubjectedtoaFire
11.1PracticalAnalysisApproachforSteelPortalFramesinaFire
11.1.1FiniteElementModelingandAssumptio
11.1.2ParameteInfluencingtheFireResistanceofaSteelPortal
Frame
11.1.3EstimationoftheCriticalTemperatureofaSteelPortal
Frame
11.1.4Example
11.1.5FireProtection
11.2CriticalTemperatureofaSquarePyramidGridStructureina
Fire..
11.2.1ParameteofGridStructures
11.2.2DefinitionofParamete
11.2.3CriticalTemperatureoftheStructuralComponent
11.2.4CriticalTemperatureoftheGridStructureinUniform
TemperatureField
11.2.5CriticalTemperaturesoftheGridStructureina
Non-UniformTemperatureField
11.2.6ConditioforaGridStructurewithnoNeedofFire
Protection
11.3ContinuousApproachforCable-NetStructuralAnalysisina
Fire..
11.3.1BehaviorofaSingleCableinaFire
l1.3.2BehavioroftheCable-NetStructureinaFire
11.3.3SimplifiedMethodfortheCriticalTemperatureofa
Cable-NetStructure
11.3.4CriticalTemperatureofaCable-NetStructurewith
EllipticalorDiamondPlanView
11.3.5CriticalTemperatureoftheCable-NetStructurewith
ParabolicPlanView
References
AppendixA:ParameteforCalculatingtheSmokeTemperaturein
LargeSpaceBuildingFire
AppendixB:StiffnessMatrixesofBeam-ColumnElements
AppendixC:HeightoftheFlame
AppendixD:CriticalTemperaturesofCompositeBeams
AppendixE:CriticalTemperaturesofaSteelColumnSubjectedto
CombinedAxialForceandBendingMoment
AppendixF:MaximumFirePoweratWhichaGridStructureDoes
notNeedFireProtection
Index