混凝土結(jié)構(gòu)設(shè)計規(guī)范 GB50010-2010(英文版簡介

圖書目錄

1 General

2 Terms and Symbols

2.1 Terms

2.2 Symbols

3 General Requirements

3.1 General

3.2 Structural Scheme

3.3 Ultimate Limit States

3.4 Serviceability Limit States

3.5 Durability Requirements

3.6 Principles for Design Against 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 Plastic Internal Forces Redistribution Analysis

5.5 Elastic-Plastic Analysis

5.6 Plastic Limit Analysis

5.7 Indirect Action Effect Analysis

6 Ultimate Limit States

6.1 General

6.2 Load-carrying Capacity of Normal Sections

6.3 Load-carryring Capacity of Oblique Sections

6.4 Load-carrying Capacity of Sections Subjected to Torsion

6.5 Punching Shear Capacity

6.6 Local bearing Capacity

6.7 Fatigue Analysis

7 Serviceability Limit States

7.1 Crack control

7.2 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 Load-carrying Steel Reinforcement Fundamental Requirements for Structural Members

9.1 Slabs

9.2 Beams

9.3 Columns, 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 Prestress Losses

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 Columns Supporting Structural Transfer Member

11.5 Columns of Hinged Bent

11.6 Joints of Frame

11.7 Shear Walls and Coupling Beams

11.8 Prestressed Concrete Structural Members

11.9 Slab-column Joints

Appendix A Nominal Diameter, Crosssectional area and Theoretical Self weight of Steel Reinforcement

Appendix B Approximate Coefficient Method for Second Order Effect of Sway Structure

Appendix C Constitutive Relations for Steel Reinforcement and Concrete and the

Appendix D Design of Plain Concrete Structural Members

Appendix E Calculation for Flexual and Axial Capacity of Circular, Annular and Arbitrary Cross Sections

Appendix F Design Value of Equivalent Concentrated Reaction Used for Calculation of Slabcolumn Joints

Appendix G Deep Flexural Members

Appendix H Composite Beam and Slab Without Shores

Appendix J Prestress losses of Curved PosttensionedTendons Due to Anchorage Seating and Tendon Shortening

Appendix K Time-dependent Losses of Prestress

Explanation of Wording in This Code

List of Quoted Standards

該刊是中國電力行業(yè)唯一的英文版綜合性技術(shù)刊物，宣傳中國電力工業(yè)的發(fā)展成就，為中國電力行“走出去，引進來”搭橋鋪路。