结构设计原理(第3版)/张建仁 PRINCIPLE OF STRUCTURAL DESIGN

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 effects and combination 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 for flexural members 3.6 Doubly-reinforced flexural members with rectangular section 3.7 T-shaped flexural members Chapter 4 Calculation of Inctined 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-carying 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 Eecentrically 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-shaped and T-shaped sections 7.5 Eccentrically loaded circular member Chapter 8 Calculation of Load-carrying Capacity of Tensile Members 8.1 Overview