水工混凝土结构设计规范（SL191-2008）

　　Department of International Cooperation， Science and Technology of Ministry of Water Resources，P. R.China has the mandate of managing the formulation and revision of water technology standards in China.Translation of the code from Cl：unese into English was organized by Department of International Cooperation，Science and Technology of Ministry of Water Resources，P. R.China in accordance with due procedures and regulations applicable in the country.This English version of code is identical to its Chinese original SL 191-2008 Design Code for HydrauLic Concrete Structures， which was formulated and revised under the auspices of Department of International Cooperation，Science and Technology of Ministry of Water Resources，P. R.China.

暂缺《水工混凝土结构设计规范（SL191-2008）》作者简介

Introduction to English Version
Foreword
1 GeneralProvisions
2 Terms and Symbols
2．1 Terms
2．2 Symbols
3 Fundamental Design Stipulations
3．1 GeneralStipulations
3．2 Calculation Stipulations of Limit States Design
3．3 Requirements of Structural Durability
4 Material
4．1 Concrete
4．2 Reinforcement
5 Calculation of Plain Concrete Structural Members
5．1 General Stipulations
5．2 Compression Members
5．3 FlexuralMembers
5．4 LocalCompression
5．5 Detailing Reinforcement of Plain Concrete Structure
6 Bearing Capacity Calculation for Limit States of
Reinforced Concrete Structural Members ;
6．1 General Stipulations of Bearing Capacity Calculation
6．2 Calculation of Flexural Bearing Capacity of Normal Section
6．3 Calculation of Compression Bearing Capacity of Normal Section
6．4 Calculation of Tension Bearing Capacity of Normal Section
6．5 Calculation of Shear Bearing Capacity of Inclined Section
6．6 Calculation of Torsion Bearing Capacity
6．7 Calculation of Punching Shear Bearing Capacity
6．8 Calculation of Local Compression Bearing Capacity
7 Checking of Serviceability Limit States for
Reinforced Concrete Structural Member
7．1 Checking of Crack Resistance of Normal Section
7．2 Checking of Crack-width Control of Normal Section
7．3 Checking of Deflection of Flexural Members
8 Calculation of Prestressed Concrete Structural Members
8．1 Design Stipulations
8．2 Calculation of Prestress Loss
8．3 General Stipulations for Calculating Bearing Capacity of Normal Section
8．4 Calculation of Flexural Bearing Capacity of Normal Section
8．5 Calculation of Tensile Bearing Capacity of Normal Section
8．6 Calculation of Shear Bearing Capacity of Inclined Section
8．7 Checking of Crack-resistance
8．8 Checking of Crack Width
8．9 Checking of Deflection of Flexural Member
9 General Detailing Requirements
9．1 Permanent Joint and Temporary Joint
9．2 Concrete Cover
9．3 Anchorage of Reinforcement
9．4 Reinforcement Splices
……