结构设计原理（英汉对照） 第二版 [张建仁，刘小燕 主编] 2013年

PRINCIPLE OF STRUCTURAL DESIGN结构设计原理 （英汉对照） 第二版 
作者：张建仁，刘小燕 主编 
出版时间：2013年 
内容简介 
内容简介 
　　《21世纪交通版高等学校教材：结构设计原理（第2版）》根据高等学校土木工程、道路桥梁与渡河工程专业结构设计原理课程的教学要求，参照中华人民共和国国家和交通行业现行标准与规范，对公路桥涵所用的钢筋混凝土结构、预应力混凝土结构、圬工结构的各种基本受力构件进行全面介绍。《21世纪交通版高等学校教材：结构设计原理（第2版）》再版是在使用实践、充分听取任课教师意见的基础上进行的。《21世纪交通版高等学校教材：结构设计原理（第2版）》可以作为高等学校土木工程、道路桥梁与渡河工程专业用的双语教材，也可供相关专业的外国留学生使用，同时也可供从事桥梁设计与管理的国内外专业技术人员参考。 
目录 
General Introduction 
0.1 Introduction 
0.2 Basic Concepts 
0.3 Characteristics of the course and guidance for how to learn the course 
Part 1 Reinforced Concrete Structures 
Chapter 1 Basic Concepts of Reinforced Concrete Structures and Physical and Mechanical Properties of Materials 
1.1 Basic concepts of reinforced concrete structures 
1.2 Concrete 
1.3 Steel reinforcement 
1.4 Bonding between steel reinforcement and concrete 
Chapter 2 Structural Probabilistic Design Method and Principles 
2.1 Introduction 
2.2 Basic concepts of probabilistic limit state design method 
2.3 Calculation principles of the CHBC 
2.4 Values of material strength 
2.5 Actions， specified actions and combinations of action effects 
Chapter 3 Calculation of Load-carrying Capacity of Flexural Member 
3.1 Basic concept of flexural members 
3.2 Construction and shape of cross-section for flexural members 
3.3 Failure mode and mechanical behavior of whole process for flexural members 
3.4 Basic calculation principles of load-carrying capacity of normal section for flexural member 
3.5 Singly-reinforced rectangular section fle~ural member 
3.6 Doubly reinforced fiexural members with rectangular section 
3.7 T-shaped flexural members 
Chapter 4 Calculation of Inclined Section\’s Load-carrying Capacity of Flexural Members 
4.1 Inclined section\’s performance characteristics and failure forms of flexural members 
4.2 Factors affecting the shear capacity of diagonal section 
4.3 The calculation of inclined section\’s shear capacity of flexural members 
4.4 Inclined section\’s flexural capacity of flexural members 
4.5 Load-carrying capacity checking of the whole beam and the detailing requirements 
Chapter 5 Calculation of Load-carrying Capacity of Torsion Members 
5.1 Overview 
5.2 Failure characteristics and capacity calculation of pure torsion members 
5.3 The bearing capacity of rectangular section member under the action of bending， shear and torsion 
5.4 Torsion member of T-shaped and I-shaped cross section 
5.5 Torsion member with box section 
5.6 Construction requirements 
Chapter 6 Calculation of Strength of Axially Loaded Members 
6.1 Introduction 
6.2 Calculation on axially loaded members with longitudinal bars and tied stirrups 
6.3 Axially loaded members with longitudinal bars and spiral stirrups 
Chapter 7 Calculation of Strength of Eccentrically Loaded Members 
7.1 Failure modes and mechanical characteristics 
7.2 Buckling of eccentrically loaded members 
7.3 Eccentrically loaded rectangular member 
7.4 Eccentrically loaded members with I-shape and T-shape sections 
7.5 Eccentrically loaded circle member 
Chapter 8 Calculation of Load-carrying Capacity of Tensile Members 
8.1 Overview 
8.2 Calculation of load-carrying capacity of axial tensile members 
8.3 Calculation of strength of eccentric tensile members 
Chapter 9 Calculation of Stress， Cracking and Deflection of Reinforced Concrete Flexural Members 
9.1 Introduction 
9.2 Transformed section 
9.3 Check of stress 
9.4 Check of cracks and crack width of flexural members 
9.5 Deformation （deflection） check of flexural members 
9.6 Durability of concrete structure 
Chapter 10 Local Compression 
10.1 The mode and mechanism of failure under local compression 
10.2 Enhancement coefficient of concrete strength for local compression 
10.3 Calculation of local compression zone 
Part 2 Prestressed Concrete Structure 
Chapter 11 Basic Concepts and Materials of Prestressed Concrete Structures 
11.1 Introduction 
11.2 Methods and equipment for prestressing construction 
11.3 Materials of prestressed concrete structures 
Chapter 12 Design and Calculation of Prestressed Concrete Flexural Members 
12.1 Mechanical phases and calculation characteristics 
12.2 Calculation of ultimate load-carrying capacity 
12.3 Calculation of tension control stress and loss of prestressing 
12.4 Calculation and checking of stress for the flexural member of prestressed concrete 
12.5 Checking of anti-cracking 
12.6 Calculation of deformation and setting of pre-camber 
12.7 Calculation of the end in the anchorage zone 
12.8 Design of simply-supported prestressed concrete beams 
Chapter 13 Partially Prestressed Concrete Flexural Members 
13.1 Concept and characteristics of PPC members 
13.2 Classification and mechanic characteristic of PPC structure 
13.3 The design calculation for category B of PPC 
13.4 Design of PPC flexural member crack allowed 
13.5 Example for calculation of the hollow-core deck of prestressed concrete 
Chapter 14 Calculation of the Flexural Members of Unbonded Prestressed Concrete 
14.1 Flexural strength of unbonded prestressed concrete members 
14.2 Calculation of flexural members of unbonded partially prestressed concrete 
14.3 Design of a cross section of a flexural member of unbonded partially prestressed concrete member 
14.4 Structure of flexural members of unbonded partially prestressed concrete 
Part 3 Masonry Structures 
Chapter 15 Basic Concepts and Materials of Masonry Structures 
15.1 Basic concepts of masonry structures 
15.2 Materials of the masonry 
15.3 The strength and displacement of the masonry 
Chapter 16 Calculation of Load-carrying Capacity of Masonry Structures 
16.1 Principles of calculation 
16.2 Load-carrying capacity of the compressed member 
16.3 Sectional local compression， bended， and shear calculations of the load-carrying capacity 
Appendix 
References