混凝土结构设计规范 GB50010-2010(英文版） mobi 下载 网盘 caj lrf pdf txt 阿里云

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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

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