Standard No.:	JTS 151-2011
English Name:	Design Code for C0ncrete Structures of Port and Waterway Engineering
Chinese Name:	水运工程混凝土结构设计规范
Chinese Classification:	P67    Port and waterway engineering
Professional Classification:	JT    Professional Standard - Transport
Source Content Issued by:	Ministry of Transport
Issued on:	2011-08-29
Implemented on:	2012-1-1
Status:	valid
Target Language:	English
File Format:	PDF
Word Count:	55000 words
Translation Price(USD):	1100.0
Delivery:	via email in 1 business day

1 General Provisions 1.0.1 This code is formulated with a view to unifying the technical requirements for the design of concrete structures of port and waterway engineering and achieving advanced technology, economy and rationality, safety and reliability, endurance and applicability. 1.0.2 This code is applicable to the design of reinforced concrete, prestressed concrete and plain concrete structure of hydraulic structures in port and waterway engineering, and not applicable to the design of lightweight aggregate concrete, other special concrete structure and navigation building concrete structure. 1.0.3 The design of concrete structures of port and waterway engineering shall not only comply with this code, but also those in the current relevant ones of the nation.

Contents 1 General Provisions 2 Terms 3 Basic Requirements 3.1 General Requirements 3.2 Requirements for Calculation of Limit State of Bearing Capacity 3.3 Requirements for Checking of Limit State of Normal Use 3.4 Durability Requirements 4 Materials 4.1 Concrete 4.2 Steel Bar 5 Calculation of Limit State of Bearing Capacity 5.1 General Requirements for Calculation of Bearing Capacity of Normal Section 5.2 Calculation of Flexural Bearing Capacity of Normal Section 5.3 Calculation of Compressive Bearing Capacity of Normal Section 5.4 Calculation of Tensile Bearing Capacity of Normal Section 5.5 Calculation of Bearing Capacity of Inclined Section 5.6 Calculation of Bearing Capacity of Distortion Section 5.7 Calculation of Punching Shear Bearing Capacity 5.8 Calculation of Partial Bearing Capacity 6 Checking of Limit State of Normal Use 6.1 General Requirements 6.2 Calculation of Steel Bar Prestress Loss 6.3 Checking of Crack Resistance 6.4 Checking of Crack Width 6.5 Checking of Flexural Member Deflection 7 Structure 7.1 Expansion Joints 7.2 Concrete Cover 7.3 Steel Bar Anchoring 7.4 Steel Bar Connection 7.5 Minimum Ratio of Reinforcement of Longitudinal Stressed Steel Bar 7.6 Structure of Prestressed Concrete Member 8 Members 8.1 Slabs 8.2 Beams 8.3 Columns 8.4 Superposed Flexural Members 8.5 Deep Flexural Member 8.6 Truss 8.7 Caisson 8.8 Buttress 8.9 Underground Diaphragm Wall 8.10 Cylinder 8.11 Semicircular Members 8.12 Dock 8.13 Precast Member Connection 8.14 Lifting Holes, Lifting Rings and Embedded Parts Appendix A Calculation of Plain Concrete Structural Member A.1 General Requirements A.2 Compression Member A.3 Flexural Member A.4 Local Compression A.5 Local Constructional Steel Bar Appendix B Nominal Sectional Area, Calculation Sectional Area and Theoretical Mass of Steel Bar Appendix C Calculation of Bearing Capacity of Normal Section of Members in Arbitrary Sections Appendix D Prestress Loss of Common Bundle Shape of Post-tensioned Prestressing Steel Bars Appendix E Time-dependent Loss of Prestress Appendix F Explanation of Wording in This Code Additional Explanation Name List of Chief Development Organization, Participating Organizations, Chief Drafting Staff, Chief Checking Personnel and Administrative Group Personnel of This Code