结构设计原理（第2版）/21世纪交通版高等学校教材
出版时间:
2013-03
版次:
2
ISBN:
9787114104343
定价:
60.00
装帧:
平装
开本:
16开
纸张:
胶版纸
页数:
566页
正文语种:
简体中文
21人买过
-
《21世纪交通版高等学校教材：结构设计原理（第2版）》根据高等学校土木工程、道路桥梁与渡河工程专业结构设计原理课程的教学要求，参照中华人民共和国国家和交通行业现行标准与规范，对公路桥涵所用的钢筋混凝土结构、预应力混凝土结构、圬工结构的各种基本受力构件进行全面介绍。《21世纪交通版高等学校教材：结构设计原理（第2版）》再版是在使用实践、充分听取任课教师意见的基础上进行的。
《21世纪交通版高等学校教材：结构设计原理（第2版）》可以作为高等学校土木工程、道路桥梁与渡河工程专业用的双语教材，也可供相关专业的外国留学生使用，同时也可供从事桥梁设计与管理的国内外专业技术人员参考。 GeneralIntroduction
0.1Introduction
0.2BasicConcepts
0.3Characteristicsofthecourseandguidanceforhowtolearnthecourse
Part1ReinforcedConcreteStructures
Chapter1BasicConceptsofReinforcedConcreteStructuresandPhysicalandMechanicalPropertiesofMaterials
1.1Basicconceptsofreinforcedconcretestructures
1.2Concrete
1.3Steelreinforcement
1.4Bondingbetweensteelreinforcementandconcrete
Chapter2StructuralProbabilisticDesignMethodandPrinciples
2.1Introduction
2.2Basicconceptsofprobabilisticlimitstatedesignmethod
2.3CalculationprinciplesoftheCHBC
2.4Valuesofmaterialstrength
2.5Actions，specifiedactionsandcombinationsofactioneffects
Chapter3CalculationofLoad-carryingCapacityofFlexuralMember
3.1Basicconceptofflexuralmembers
3.2Constructionandshapeofcross-sectionforflexuralmembers
3.3Failuremodeandmechanicalbehaviorofwholeprocessforflexuralmembers
3.4Basiccalculationprinciplesofload-carryingcapacityofnormalsectionforflexuralmember
3.5Singly-reinforcedrectangularsectionfle~uralmember
3.6Doublyreinforcedfiexuralmemberswithrectangularsection
3.7T-shapedflexuralmembers
Chapter4CalculationofInclinedSection'sLoad-carryingCapacityofFlexuralMembers
4.1Inclinedsection'sperformancecharacteristicsandfailureformsofflexuralmembers
4.2Factorsaffectingtheshearcapacityofdiagonalsection
4.3Thecalculationofinclinedsection'sshearcapacityofflexuralmembers
4.4Inclinedsection'sflexuralcapacityofflexuralmembers
4.5Load-carryingcapacitycheckingofthewholebeamandthedetailingrequirements
Chapter5CalculationofLoad-carryingCapacityofTorsionMembers
5.1Overview
5.2Failurecharacteristicsandcapacitycalculationofpuretorsionmembers
5.3Thebearingcapacityofrectangularsectionmemberundertheactionofbending，shearandtorsion
5.4TorsionmemberofT-shapedandI-shapedcrosssection
5.5Torsionmemberwithboxsection
5.6Constructionrequirements
Chapter6CalculationofStrengthofAxiallyLoadedMembers
6.1Introduction
6.2Calculationonaxiallyloadedmemberswithlongitudinalbarsandtiedstirrups
6.3Axiallyloadedmemberswithlongitudinalbarsandspiralstirrups
Chapter7CalculationofStrengthofEccentricallyLoadedMembers
7.1Failuremodesandmechanicalcharacteristics
7.2Bucklingofeccentricallyloadedmembers
7.3Eccentricallyloadedrectangularmember
7.4EccentricallyloadedmemberswithI-shapeandT-shapesections
7.5Eccentricallyloadedcirclemember
Chapter8CalculationofLoad-carryingCapacityofTensileMembers
8.1Overview
8.2Calculationofload-carryingcapacityofaxialtensilemembers
8.3Calculationofstrengthofeccentrictensilemembers
Chapter9CalculationofStress，CrackingandDeflectionofReinforcedConcreteFlexuralMembers
9.1Introduction
9.2Transformedsection
9.3Checkofstress
9.4Checkofcracksandcrackwidthofflexuralmembers
9.5Deformation（deflection）checkofflexuralmembers
9.6Durabilityofconcretestructure
Chapter10LocalCompression
10.1Themodeandmechanismoffailureunderlocalcompression
10.2Enhancementcoefficientofconcretestrengthforlocalcompression
10.3Calculationoflocalcompressionzone
Part2PrestressedConcreteStructure
Chapter11BasicConceptsandMaterialsofPrestressedConcreteStructures
11.1Introduction
11.2Methodsandequipmentforprestressingconstruction
11.3Materialsofprestressedconcretestructures
Chapter12DesignandCalculationofPrestressedConcreteFlexuralMembers
12.1Mechanicalphasesandcalculationcharacteristics
12.2Calculationofultimateload-carryingcapacity
12.3Calculationoftensioncontrolstressandlossofprestressing
12.4Calculationandcheckingofstressfortheflexuralmemberofprestressedconcrete
12.5Checkingofanti-cracking
12.6Calculationofdeformationandsettingofpre-camber
12.7Calculationoftheendintheanchoragezone
12.8Designofsimply-supportedprestressedconcretebeams
Chapter13PartiallyPrestressedConcreteFlexuralMembers
13.1ConceptandcharacteristicsofPPCmembers
13.2ClassificationandmechaniccharacteristicofPPCstructure
13.3ThedesigncalculationforcategoryBofPPC
13.4DesignofPPCflexuralmembercrackallowed
13.5Exampleforcalculationofthehollow-coredeckofprestressedconcrete
Chapter14CalculationoftheFlexuralMembersofUnbondedPrestressedConcrete
14.1Flexuralstrengthofunbondedprestressedconcretemembers
14.2Calculationofflexuralmembersofunbondedpartiallyprestressedconcrete
14.3Designofacrosssectionofaflexuralmemberofunbondedpartiallyprestressedconcretemember
14.4Structureofflexuralmembersofunbondedpartiallyprestressedconcrete
Part3MasonryStructures
Chapter15BasicConceptsandMaterialsofMasonryStructures
15.1Basicconceptsofmasonrystructures
15.2Materialsofthemasonry
15.3Thestrengthanddisplacementofthemasonry
Chapter16CalculationofLoad-carryingCapacityofMasonryStructures
16.1Principlesofcalculation
16.2Load-carryingcapacityofthecompressedmember
16.3Sectionallocalcompression，bended，andshearcalculationsoftheload-carryingcapacity
Appendix
References
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内容简介:
《21世纪交通版高等学校教材：结构设计原理（第2版）》根据高等学校土木工程、道路桥梁与渡河工程专业结构设计原理课程的教学要求，参照中华人民共和国国家和交通行业现行标准与规范，对公路桥涵所用的钢筋混凝土结构、预应力混凝土结构、圬工结构的各种基本受力构件进行全面介绍。《21世纪交通版高等学校教材：结构设计原理（第2版）》再版是在使用实践、充分听取任课教师意见的基础上进行的。
《21世纪交通版高等学校教材：结构设计原理（第2版）》可以作为高等学校土木工程、道路桥梁与渡河工程专业用的双语教材，也可供相关专业的外国留学生使用，同时也可供从事桥梁设计与管理的国内外专业技术人员参考。
-
目录:
GeneralIntroduction
0.1Introduction
0.2BasicConcepts
0.3Characteristicsofthecourseandguidanceforhowtolearnthecourse
Part1ReinforcedConcreteStructures
Chapter1BasicConceptsofReinforcedConcreteStructuresandPhysicalandMechanicalPropertiesofMaterials
1.1Basicconceptsofreinforcedconcretestructures
1.2Concrete
1.3Steelreinforcement
1.4Bondingbetweensteelreinforcementandconcrete
Chapter2StructuralProbabilisticDesignMethodandPrinciples
2.1Introduction
2.2Basicconceptsofprobabilisticlimitstatedesignmethod
2.3CalculationprinciplesoftheCHBC
2.4Valuesofmaterialstrength
2.5Actions，specifiedactionsandcombinationsofactioneffects
Chapter3CalculationofLoad-carryingCapacityofFlexuralMember
3.1Basicconceptofflexuralmembers
3.2Constructionandshapeofcross-sectionforflexuralmembers
3.3Failuremodeandmechanicalbehaviorofwholeprocessforflexuralmembers
3.4Basiccalculationprinciplesofload-carryingcapacityofnormalsectionforflexuralmember
3.5Singly-reinforcedrectangularsectionfle~uralmember
3.6Doublyreinforcedfiexuralmemberswithrectangularsection
3.7T-shapedflexuralmembers
Chapter4CalculationofInclinedSection'sLoad-carryingCapacityofFlexuralMembers
4.1Inclinedsection'sperformancecharacteristicsandfailureformsofflexuralmembers
4.2Factorsaffectingtheshearcapacityofdiagonalsection
4.3Thecalculationofinclinedsection'sshearcapacityofflexuralmembers
4.4Inclinedsection'sflexuralcapacityofflexuralmembers
4.5Load-carryingcapacitycheckingofthewholebeamandthedetailingrequirements
Chapter5CalculationofLoad-carryingCapacityofTorsionMembers
5.1Overview
5.2Failurecharacteristicsandcapacitycalculationofpuretorsionmembers
5.3Thebearingcapacityofrectangularsectionmemberundertheactionofbending，shearandtorsion
5.4TorsionmemberofT-shapedandI-shapedcrosssection
5.5Torsionmemberwithboxsection
5.6Constructionrequirements
Chapter6CalculationofStrengthofAxiallyLoadedMembers
6.1Introduction
6.2Calculationonaxiallyloadedmemberswithlongitudinalbarsandtiedstirrups
6.3Axiallyloadedmemberswithlongitudinalbarsandspiralstirrups
Chapter7CalculationofStrengthofEccentricallyLoadedMembers
7.1Failuremodesandmechanicalcharacteristics
7.2Bucklingofeccentricallyloadedmembers
7.3Eccentricallyloadedrectangularmember
7.4EccentricallyloadedmemberswithI-shapeandT-shapesections
7.5Eccentricallyloadedcirclemember
Chapter8CalculationofLoad-carryingCapacityofTensileMembers
8.1Overview
8.2Calculationofload-carryingcapacityofaxialtensilemembers
8.3Calculationofstrengthofeccentrictensilemembers
Chapter9CalculationofStress，CrackingandDeflectionofReinforcedConcreteFlexuralMembers
9.1Introduction
9.2Transformedsection
9.3Checkofstress
9.4Checkofcracksandcrackwidthofflexuralmembers
9.5Deformation（deflection）checkofflexuralmembers
9.6Durabilityofconcretestructure
Chapter10LocalCompression
10.1Themodeandmechanismoffailureunderlocalcompression
10.2Enhancementcoefficientofconcretestrengthforlocalcompression
10.3Calculationoflocalcompressionzone
Part2PrestressedConcreteStructure
Chapter11BasicConceptsandMaterialsofPrestressedConcreteStructures
11.1Introduction
11.2Methodsandequipmentforprestressingconstruction
11.3Materialsofprestressedconcretestructures
Chapter12DesignandCalculationofPrestressedConcreteFlexuralMembers
12.1Mechanicalphasesandcalculationcharacteristics
12.2Calculationofultimateload-carryingcapacity
12.3Calculationoftensioncontrolstressandlossofprestressing
12.4Calculationandcheckingofstressfortheflexuralmemberofprestressedconcrete
12.5Checkingofanti-cracking
12.6Calculationofdeformationandsettingofpre-camber
12.7Calculationoftheendintheanchoragezone
12.8Designofsimply-supportedprestressedconcretebeams
Chapter13PartiallyPrestressedConcreteFlexuralMembers
13.1ConceptandcharacteristicsofPPCmembers
13.2ClassificationandmechaniccharacteristicofPPCstructure
13.3ThedesigncalculationforcategoryBofPPC
13.4DesignofPPCflexuralmembercrackallowed
13.5Exampleforcalculationofthehollow-coredeckofprestressedconcrete
Chapter14CalculationoftheFlexuralMembersofUnbondedPrestressedConcrete
14.1Flexuralstrengthofunbondedprestressedconcretemembers
14.2Calculationofflexuralmembersofunbondedpartiallyprestressedconcrete
14.3Designofacrosssectionofaflexuralmemberofunbondedpartiallyprestressedconcretemember
14.4Structureofflexuralmembersofunbondedpartiallyprestressedconcrete
Part3MasonryStructures
Chapter15BasicConceptsandMaterialsofMasonryStructures
15.1Basicconceptsofmasonrystructures
15.2Materialsofthemasonry
15.3Thestrengthanddisplacementofthemasonry
Chapter16CalculationofLoad-carryingCapacityofMasonryStructures
16.1Principlesofcalculation
16.2Load-carryingcapacityofthecompressedmember
16.3Sectionallocalcompression，bended，andshearcalculationsoftheload-carryingcapacity
Appendix
References
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