预应力混凝土

图书标准信息

• 作者 [美]内伊（Nawy E.G.） 著；李英民 编
• 出版社 重庆大学出版社
• 出版时间 2007-04
• 版次 1
• ISBN 9787562438274
• 定价 45.00元
• 装帧 平装
• 开本 其他
• 纸张 胶版纸
• 页数 513页
• 字数 982千字

【内容简介】

《缩编国外精品教材：预应力混凝土》是根据培生教肓出版集团出版的教材缩编而成的英文预应力混凝土教材作者EdwardGNawy是美国新泽西州州立大学土木与环境工程系教授美国土木工程师学会和预应力混凝土领域的专家《缩编国外精品教材：预应力混凝土》作为该书最新修订的第5版，反映了2005年美国房屋标准ACl318-05和国际房屋标准IBC2003的新要求，并以其独特的视角，系统地阐明了设计和分析预应力混凝土构件的方法和步骤，详细介绍了预应力混凝土的基本理论、设计方法及其在工程中的运用。
《缩编国外精品教材：预应力混凝土》可作为结构工程及相关专业高年级本科生及研究生教材，也是从事预应力混凝土领域科研人员的实用工具。

【目录】

1BASICCONCEPTS
1.1Introduction
1.2HistoricalDevelopmentofPrestressing
1.3BasicConceptsofPrestressing
1.4ComputationofFiberStressesinaPrestressedBeambyTheBasicMethod
SELECTEDREFERENCES
PROBLEMS

2MATERIALSANDSYSTEMSFORPRESTRESSING
2.1Concrete
2.2Stress-StrainCurveofConcrete
2.3ModulusofElasticityandChangeinCompressiveStrengthWithTime
2.4Creep
2.5Shrinkage
2.6NonprestressingReinforcement
2.7PrestressingReinforcement
2.8ACIMaximumPermissibleStressesinConcreteandReinforcement
2.9AASHTOMaximumPermissibleStressesinConcreteandReinforcement
2.10PrestressingSystemsandAnchorages
2.11CircularPrestressing
2.12TenPrinciples
SELECTEDREFERENCES

3PARTIALLOSSOFPRESTRESS
3.1Introduction
3.2ElasticShorteningofConcrete（ES）
3.3SteelStressRelaxation(R)
3.4CreepLoss(CR)
3.5ShrinkageLoss（SH）
3.6LossesDuetoFriction（F）
3.7Anchorage-SeatingLosses(A)
3.8ChangeofPrestressDuetoBendingofaMember(Afpb)
3.9SIPrestressLossExpressions
SELECTEDREFERENCES
PROBLEMS

4FLEXURALDESIGNOFPRESTRESSEDCONCRETEELEMENTS
4.1Introduction
4.2SelectionofGeometricalPropertiesofSectionComponents
4.3ProperSelectionofBeamSectionsandProperties
4.4EndBlocksatSupportAnchorageZones
4.5FlexuralDesignofCompositeBeams
4.6SummaryofStep-by-StepTrial-and-AdjustmentProcedurefortheService-Load
DesignofPrestressedMembers
4.7DesignofCompositePost-TensionedPrestressedSimplySupportedSection
4.8Ultimate-StrengthFlexuralDesign
4.9LoadandStrengthFactors
4.10ACILoadFactorsandSafetyMargins
4.11LimitStateinFlexureatUltimateLoadinBondedMembers:Decompressionto
UltimateLoad
4.12PreliminaryUltimate-LoadDesign
4.13SummaryStep-by-StepProcedureforLimit-State-at-FailureDesignofthe
PrestressedMembers
4.14SIFlexuralDesignExpression
SELECTEDREFERENCES
PROBLEMS

5SHEARANDTORSIONALSTRENGTHDESIGN
5.1Introduction
5.2BehaviorofHomogeneousBeamsinShear
5.3BehaviorofConcreteBeamsasNonhomogeneousSections
5.4ConcreteBeamsWithoutDiagonalTensionReinforcement
5.5ShearandPrincipalStressesinPrestressedBeams
5.6Web-ShearReinforcement
5.7HorizontalShearStrengthinCompositeConstruction
5.8WebReinforcementDesignProcedureforShear
5.9ShearStrengthandWeb-ShearSteelDesigninaPrestressedBeam
5.10BracketsandCorbels
5.11TorsionalBehaviorandStrength
5.12TorsioninReinforcedandPrestressedConcreteElements
5.13DesignProcedureforCombinedTorsionandShear
5.14DesignofWebReinforcementforCombinedTorsionandShearinPrestressedBeams
5.15Strut-and-TieModelAnalysisandDesignofConcreteElements
……
6INDETERMINATEPRESTRESSEDCONCRETESTRUCTURES
7CAMBER,DEFLCTION,ANDCRACKCONTROL
8PRESTRESSEDCOMPRESSIONANDTENSIONMIEMBERS
9TWO-WAYPRESTRESSEDCONCRETEFLOORSYSTEMS
10CONNCTIONSFORPRESTRESSEDCONCRETEELEMENTS
APPENDIXAUNITCONVERSIONS
APPENDIXBSYMBOL
APPENDIXCABBREVIATION