中华人民共和国国家标准

出版时间：2004-11  出版社：中国建筑工业出版社  作者：本社 编  

内容概要

　　本书包括两部分内容：一是《混凝土结构设计规范》GB50010-2002的英文译本，二是该规范的中文文本。两者均不包括“条文说明”。读者对象：本书适用于建筑结构设计与科研、教学人员。

书籍目录

1 General Principles2 Terms，Symbols 2.1 Terms 2.2 Symbols3 Fundamental Design Stipulations 3.1 General Stipulations 3.2 Stipulations for Calculation of Ultimate Limit States 3.3 Stipulations for Checking Calculation of Serviceability Limit States 3.4 Stipulations for Durability 4 Materials 4.1 Concrete 4.2 Steel Reinforcements5 Structural Analysis 5.1 Fundamental Principles 5.2 Linear Elastic Analysis Method 5.3 Other Methods for Analysis6 Requirements for Calculation of Prestressed Concrete Stuctural Members 6.1 General Stipulations 6.2 Calculation of Values for Loss of Prestress7 Calculation of Utimate Limit States 7.1 General Stipulations for Calculation of Normal Section Load-bearing Capacity  7.2 Calculation of Normal Section Flexural Load-bearing Capacity  7.3 Calculation of Normal Section Tensile Load-bearing Capacity  7.4 Calculation of Normal Section Load-bearing Capacity 7.5 Calculation Inclined Section Load-bearing Capacity 7.6 Calculation of Torsional Section Load-bearing Capacity 7.7 Calcultaion of Punching Shear Load-beariong Capacity 7.8 Calcultaion of Local Compression Load-bearing Capacity 7.9 Checking Calculation of Fatigue8 Checking Calculation of Serviceability Limit States 8.1 Checking Calculation of Grack Control 8.2 Checking Calculation for Deflection of Flexural Member9 Stipulations for Detailing Requirements 9.1 Expansion Joint 9.2 Concrete Cover 9.3 Anchorage of Steel Reinforcement ……10 Fundamental StiCalcultaion of pulations for Structural Members11 Earthpuake-resistant Desing of Reinforced Concrete Structural MembersAppendix A Calculation of Plain Concrete Structural MemberAppendix B Nominal Sectional Area,Calculated Sectional Area and Theoretical Weight of Steel ReinforcementsAppendix C Multi-axial Strength and Constitutive Relation of ConcereteAppendix D Loss of Prestress for Common endon Shapes of Post-tensioned Prestressed Steel ReinforcementsAppendix E Time-dependent Loss of Prestress Appendix F Calculation for Normal Section Load-bearing Capacity of Random Section MembersAppendix G Design Value of Equivalent Concentrated Reaction Used for Calculation of Nodal Point of Slab and ColumnExplanation of Wording in This Code