中华人民共和国国家标准:混凝土结构设计规范(GB50010-2002英文版)

1 General Principles
2 Terms，Symbols
2.1 Terms
2.2 Symbols
3 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 Reinforcements
5 Structural Analysis
5.1 Fundamental Principles
5.2 Linear Elastic Analysis Method
5.3 Other Methods for Analysis
6 Requirements for Calculation of Prestressed Concrete Stuctural Members
6.1 General Stipulations
6.2 Calculation of Values for Loss of Prestress
7 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 Fatigue
8 Checking Calculation of Serviceability Limit States
8.1 Checking Calculation of Grack Control
8.2 Checking Calculation for Deflection of Flexural Member
9 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 Members
11 Earthpuake-resistant Desing of Reinforced Concrete Structural Members
Appendix A Calculation of Plain Concrete Structural Member
Appendix B Nominal Sectional Area,Calculated Sectional Area and Theoretical Weight of Steel Reinforcements
Appendix C Multi-axial Strength and Constitutive Relation of Concerete
Appendix D Loss of Prestress for Common endon Shapes of Post-tensioned Prestressed Steel Reinforcements
Appendix E Time-dependent Loss of Prestress
Appendix F Calculation for Normal Section Load-bearing Capacity of Random Section Members
Appendix G Design Value of Equivalent Concentrated Reaction Used for Calculation of Nodal Point of Slab and Column
Explanation of Wording in This Code