钢结构设计

CHAPTER1INTRODUCTION

1.1StructuralDesign

1.2GeneralDesignProcess

1.3Requirements

1.4BuildingCodesandSpecifications

1.5DesignApproaches

CHAPTER2STRUCTURALSTEEL

2.1WhatisStructuralSteel

2.2TypesofSteels

2.3AdvantagesandDisadvantagesofSteel

2.4StructuralShapes

CHAPTER3TENSIONMEMBERDESIGN

3.1General

3.2DesignConcepts

3.3NetSectionAreaAn

3.4EffectiveNetArea:A.(LRFDB3)

3.5CommentsonChineseGBcode

3.6Pin-connectedElements

CHAPTER4COLUMNSUNDERAXIALCOMPRESSION

4.1General

4.2ElasticTheory-StabilityofColumnSubjectedtoAxialLoad

4.3CompressionStrength

4.4AISCLRFDCriteria

4.5ComparisonofGBCodeandLRFDDesignforAxiallyLoadedColumns

4.6LocalStability

4.7FlexuralTorsionalBuckling

4.8FrameColumns

CHAPTER5BEAMSANDGIRDERS

5.1Introduction

5.2ReviewofConventionalBeamTheory

5.3GeneralDesignRequirements

5.4FlexuralDesign:SectionCapacity

5.5FlexuralDesign:forLateralTorsionalBuckling(LTB)

5.6ShearDesign

5.7DiscussionandComparisonofGBCodeandAISCS

5.8ComprehensiveBeamDesignExamples

5.9BearingConsiderationsforBeamSubjectedtoConcentratedLoads

CHAPTER6MEMBERSUNDERCOMBINEDAXIALFORCESANDMOMENTS

(BEAM-COLUMNS)

6.1Introduction

6.2Moment-AxialLoadInteractionRelationship

6.3LRFDDesignRequirementsforBeam-Columns

6.4TheoryofMomentAmplification

6.5DesignMoment

6.6SummaryofGBCodeDesignofBeam-Columns

6.7DesignofBeam-Columns

CHAPTER7DESIGNOFSIMPLECONNECTIONS

7.1Introduction

7.2TypesofFasteners

7.3StrengthandDesignofBoltsforBearingTypeShearConnections

7.4BearingStrengthandDesign

7.5BlockShearStrengthandDesign

7.6Slip-CriticalConnections

7.7WeldedConnections-

7.8FilletWeldDesignforSimpleConnections

CHAPTER8DESIGNOFECCENTRICCONNECTIONS

8.1Introduction

8.2BoltedEccentricConnectionwithShearOnly

8.3WeldedEccentricConnectionSubjectedtoShearOnly

8.4BoltedEccentricConnectionSubjectedtoShearPlusTension

8.5WeldedEccentricConnectionwithShearPlusTension

CHAPTER9PLATEGIRDERS

9.1Introduction

9.2FlexuralDesign

9.3ShearDesign

9.4InteractionofFlexuralandShear

9.5RequirementsforTransverseStiffeners

CHAPTER10INTRODUCTIONTOSEISMICDESIGN

10.1Introduction

I0.2SeismicDesignForces

I0.3StaticEquivalentLateralForces(SELF)

I0.4DriftLimitations

I0.5SpecialRequirementsforMaterials

I0.6Moment-ResistingFrames

REFERENCES

APPENDIX1STRENGTHDESIGNOFSTEELANDCONNECTION

APPENDIX2.SECTIONPROPERTIES

APPENDIX3.TYPICALSTEELSHAPES

APPENDIX4.SHAPEFACTORSOFSECTIONS

INDEX

　　为使国内大学的本科生和研究生，科研人员和设计、施工技术人员能够对国外的钢结构设计方法有初步了解，作者按照美国钢结构规范AISC进行本书的编写，内容与国内大学本科钢结构课程基本一致，注重基本原理的讨论，并辅以中美规范对比。本书的目的是使读者不仅对钢结构设计的基本理论和美国规范有所掌握，还能了解中美钢结构设计上的异同，从而有助于读者提高对钢结构的认识。