目录简介 | Contents
1 General Provisions
2 Terms and Symbols
2.1 Terms
2.2 Symbols
3 General Requirements
3.1 General
3.2 Structural Scheme
3.3 Calculation of Ultimate Limit States
3.4 Checking of Serviceability Limit States
3.5 Durability Design
3.6 Principles for Design of Preventing Progressive Collapse
3.7 Principles for Design of Existing Structures
4 Materials
4.1 Concrete
4.2 Steel Reinforcement
5 Structural Analysis
5.1 General
5.2 Analysis Model
5.3 Elastic Analysis
5.4 Analysis on Plastic Redistribution of Internal Forces
5.5 Elastic-Plastic Analysis
5.6 Plastic Limit Analysis
5.7 Indirect Action Effect Analysis
6 Calculation of Ultimate Limit States
6.1 General
6.2 Calculation of Normal Section Load-bearing Capacity
6.3 Calculation of Inclined Section Load-bearing Capacity
6.4 Calculation of Load-bearing Capacity of Distortion Section
6.5 Calculation of Punching Shear Bearing Capacity
6.6 Calculation of Partial Compression Load-bearing Capacity
6.7 Checking of Fatigue
7 Checking of Serviceability Limit States
7.1 Checking of Cracks
7.2 Checking of Deflection of Flexural Members
8 Detailing Requirements
8.1 Expansion Joint
8.2 Concrete Cover
8.3 Anchorage of Steel Reinforcement
8.4 Splices of Steel Reinforcement
8.5 Minimum Ratio of Reinforcement for Longitudinal Stressed Steel Reinforcement96
9 Fundamental Requirements for Structural Members
9.1 Slabs
9.2 Beams
9.3 Columns, Beam-column Joints and Brackets
9.4 Walls
9.5 Composite Members
9.6 Precast Concrete Structures
9.7 Embedded Parts and Connecting Pieces
10 Prestressed Concrete Structural Members
10.1 General
10.2 Calculation of Value for Loss of Prestress
10.3 Detailing of Prestressed Concrete Members
11 Seismic Design of Reinforced Concrete Structural Members
11.1 General
11.2 Materials
11.3 Frame Beams
11.4 Frame Columns and Frame-supported Columns
11.5 Column of Hinged Bent
11.6 Nodes of Frame Beam Column
11.7 Shear Walls and Connecting Beams
11.8 Prestressed Concrete Structural Members
11.9 Slab-column Joints
Appendix A Nominal Diameter, Nominal Sectional Area and Theoretical Weight of Steel
Reinforcement
Appendix B Amplified Coefficient Method for Approximate Calculation of Sway
Second-order Effect of Eccentric Compression Members
Appendix C Constitutive Relations for Steel Reinforcement and Concrete and the
Multi-axial Strength Criterion for Concrete
Appendix D Design of Plain Concrete Structural Members
Appendix E Calculation for Load-bearing Capacity of Arbitrary Sections, Circular and
Annular Normal Sections of Members
Appendix F Design Value of Equivalent Concentrated Reaction Used for Calculation of
Slab-column Joints
Appendix G Deep Flexural Members
Appendix H Composite Beam and Slab Without Support
Appendix J Prestress Loss of Curved Post-tensioned Prestressing Tendons and/or Bars Due
to Anchorage Deformation and Tendon Shrinkage
Appendix K Time-dependent Loss of Prestress
Explanation of Wording in This Code
List of Quoted Standards
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