《Principle of Structural Design（結構設計原理）（第二版）》是2013年人民交通出版社出版的圖書，作者是張建仁、劉小燕。
基本介紹
- 中文名：Principle of Structural Design(結構設計原理）（第二版）
- 作者：張建仁、劉小燕
- 語言：中文
- 出版時間：2013年3月1日
- 出版社：人民交通出版社
- 頁數：566 頁
- ISBN：9787114104343
- 開本：16 開
- 裝幀：平裝
- 叢書名：21世紀交通版高等學校教材
- 版次：2
內容簡介,圖書目錄,
內容簡介
《21世紀交通版高等學校教材：結構設計原理（第2版）》根據高等學校土木工程、道路橋樑與渡河工程專業結構設計原理課程的教學要求，參照中華人民共和國國家和交通行業現行標準與規範，對公路橋涵所用的鋼筋混凝土結構、預應力混凝土結構、圬工結構的各種基本受力構件進行全面介紹。《21世紀交通版高等學校教材：結構設計原理（第2版）》再版是在使用實踐、充分聽取任課教師意見的基礎上進行的。
《21世紀交通版高等學校教材：結構設計原理（第2版）》可以作為高等學校土木工程、道路橋樑與渡河工程專業用的雙語教材，也可供相關專業的外國留學生使用，同時也可供從事橋樑設計與管理的國內外專業技術人員參考。
圖書目錄
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
