為配合土木工程專業實施工程師教育培養計劃的
教學改革及教學資源建設，由武漢大學發起，聯合國
內部分土木工程教育專家和企業工程專家，啟動了“
高等學校土木工程專業工程師教育培養計劃繫列規劃
教材”建設項目。該繫列教材貫徹落實《高等學校土
木工程本科指導性專業規範》等，力圖以工程實際為
背景，以工程技術為主線，著力提升學生的工程素養
，培養學生的工程實踐能力和工程創新能力。該繫列
教材的編寫人員，大多主持或參加了住房和城鄉建設
部高等學校土木工程學科專業指導委員會的“土木工
程專業計劃專項”教改項目，因此該繫列教材也是土
木工程專業計劃專項的教改成果。　　土木工程專業
工程師教育培養計劃的實施，需要校企合作，期望土
木工程專業教育專家與工程專家一道，共同為土木工
程專業工程師的培養作出貢獻！
《鋼筋混凝土結構基本原理(高等學校土木工程
專業繫列規劃教材)(英文版)》由劉素梅//楊宗元

1 Introduction
1.1 Basic Concepts of Reinforced Concrete
1.1.1 Mechanics of Reinforced Concrete
1.1.2 The Reinforced Concrete Construction
1.2 Characteristics of Reinforced Concrete
1.2.1 Advantages of Reinforced Concrete
1.2.2 Disadvantages of Reinforced Concrete
1.2.3 Material Selection for Structures
1.3 Applications of Reinforced Concrete
1.4 The History of Reinforced Concrete Structures
1.4.1 The Development of Cementitious Materials
1.4.2 The Development of Reinforced Concrete Structures
1.5 Building and Design Codes
References
2 Design Process
2.1 General Concepts
2.1.1 The Design Process
2.1.2 The Functional Requirements of a Structure
2.1.3 The Limit States Design
2.2 Ultimate Limit States
2.2.1 The Structural Safety
2.2.2 The Design Strength
2.2.3 The Design L.oads
2.2.4 Load Factors and Load Combinations
References
3 Properties of Concrete and Reinforcement
3.1 Concrete Properties
3.1.1 The Concrete Compression Strength under Uniaxial Loading
3.1.2 The Concrete Tensile Strength under Uniaxial Loading
3.1.3 The Concrete Strength under Biaxial I.oading
3.1.4 The Concrete Strength under Triaxial Loading
3.1.5 The Deformation of Concrete
3.1.6 The Cyclic Behaviour of Concrete
3.1.7 The Types of Concrete
3.2 Reinforcement Properties
3.2.1 The Types of Reinforcement
3.2.2 The Strength and Deformation of Steel Reinforcement
3.2.3 The Bond Between Concrete and Reinforcement
References
4 Flexural Analysis and Design of Beams
4.1 Introduction
4.2 The Behavior of Reinforced Concrete Beams
4.3 Singly Reinforced Rectangular Beams
4.3.1 The Basic Assumptions
4.3.2 The Flexural Strength of Singly Reinforced Rectangular Beams
4.3.3 The Definition of Balance Conditions
4.3.4 The Discussion of Strength Reduction Factor
4.3.5 The Analysis of Singly Reinforced Rectangular Beams
4.3.6 The Design of Singly Reinforced Beams
4.4 Doubly Reinforced Rectangular Beams
4.4.1 The Flexural Strength of Doubly Reinforced Rectangular Beams
4.4.2 The Analysis of Doubly Reinforced Rectangular Beam Section
4.5 T- beams
4.5.1 The F-lexural Strength of T-beams
4.5.2 The Analysis of T-beams
References
5 Shear in Beams
5.1 Introduction
5.2 Cracks and the Shear Reinforcement
5.2.1 The Shear.Normal and Principle Stresses in an Uncracked Elastic Beam
5.2.2 The Cracking Pattern in a Beam
5.3 The Behavior of Beams Failing in Shear
5.3.1 The Behavior of Beams Without Web Reinforcement
5.3.2 The Mechanical Mode of a Beam Without Stirrups
5.3.3 The Behavior of Web-reinforced Concrete Beams
5.4 The Alternative Model for Shear Analysis and Design
5.4.1 The frruss Model
5.4.2 The Compression Field Theory
5.5 The ACI Code Provision for Shear Design
5.5.1 The Shear Strength Provided by the Concrete and Stirrups
5.5.2 The Detailing of Shear Reinforcement
5.5.3 The Design of Reinforced Concrete Beams for Shear
References
6 Columns
6.1 Introduction
6.2 The Strength of Short Columns
6.2.1 The Behavior of Spiral Columns and Tied Columns
6.2.2 The Strength of Axially-compressive Loaded Short Columns
6.2.3 The Strength of Axially-tensile Loaded Members
6.2.4 The Strength of Short Columns Subjected to Combined Axial Load and Bending Moment
6.2.5 The Strength Interaction Diagram
6.2.6 The Design of Short Columns
6.3 The Strength of Slender Columns
6.3.1 The Behavior of Slender Columns
6.3.2 The Material Failures and Stability Failures
6.3.3 The Limiting Slenderness Ratios for Slender Columns
6.3.4 The Definition of Nonsway and Sway Frames
6.3.5 The ACI Code Moment Magnifier Design Procedure for Columns in Nonsway Frames
6.3.6 The Design of a Slender Column in a Nonsway Frame
6.3.7 The ACI Code Moment Magnifier Design Procedure for Columns in Sway Frames ..
6.3.8 The Design of a Slender Column in a Sway Frame
References
7 Torsion
7.1 Introduction
7.2 The Torsional Capacity of Members under Pure Torsion
7.2.1 The Torsion in Plain Concrete Members
7.2.2 The Torsion in Reinforced Concrete Members
7.3 The Design of Members under Combined Shear, Torsion and Bending
7.3.1 The Shear Stresses Due to Shear and Torsion
7.3.2 The Combined Moment and Torsion
7.3.3 The ACI Code Provisions for Members Design Subjected to Shear and Torsion
7.3.4 The Design Procedure for Members Subjected to Combined Moment Shear and Torsion
References
8 Serviceability Requirements
8.1 Introduction
8.2 The Calculation of Crack Width
8.2.1 Variables Affecting Width of Cracks
8.2.2 Equations for Crack Width
8.3 The Calculation of Deflection
8.3.1 The Deflection Control
8.3.2 The Flexural Stiffness and Moment of Inertia
8.3.3 The Calculation of Instantaneous Deflections
8.3.4 The Long-term Deflections
8.3.5 The Calculation of Long-term Deflections
References
Appendix
Appendix A Design Aids
Appendix B The Relationship of SI Units, MKS, and U.S. Customary Unit System