结构设计原理(英文)

本书是根据高等院校土 木工程以及道路、桥梁与渡 河工程专业《结构设计原理 》课程的教学要求编写的。 它参考了中华人民共和国的 国家标准以及交通运输部现 行的交通行业标准和设计规 范。本书详细介绍了公路桥 涵钢筋混凝土结构、预应力 混凝土结构和钢结构各类基 本构件的受力特点、设计原 理、计算方法以及结构设计 。 本书主要作为高等院校 土木工程专业（以道路、桥 梁与渡河方向为主）学生的 教材，同时也可供公路和城 市建设领域中从事桥梁工程 设计、研究、施工和管理等 方面的专业人士参考使用。

Introductions 0.1 Features and applicability of concrete structures 0.2 Problems need attention when learning this course Chapter 1 Structure design method based on limit state design 1.1 Concept of probabilistic limit state design method 1.2 Calculation method of the Code for Design of Bridges and Culverts 1.3 Action, representative value of an action and combination of actions 1.4 Values of material properties Questions Chapter 2 Introduction to reinforced concrete structures and material properties 2.1 Introduction to reinforced concrete structures 2.2 Concrete 2.3 Reinforcing bar 2.4 Bond between reinforcing bar and concrete Questions Chapter 3 Load carrying capacity for normal section of flexural members 3.1 Flexural members section and configuration 3.2 Normal section mechanical performance and failure mode of flexural members 3.3 Calculation of normal section flexural load bearing capacity 3.4 Flexural member with rectangular section reinforced in tension zone 3.5 Flexural member with rectangular reinforced in tension and compression zone 3.6 Flexural member with T section Questions Chapter 4 Calculation of oblique section bearing capacity of flexural member 4.1 Force characteristics and failure pattern of oblique section of flexural member 4.2 Main factors affecting shear capacity of the oblique section of flexural member 4.3 Shear capacity of oblique section of flexural member 4.4 Flexural capacity of oblique section of flexural member 4.5 Checking and structural requirements of full beam bearing capacity 4.6 Shear capacity of oblique section of continuous beams Questions Chapter 5 Calculation of normal section bearing capacity of axial compression member 5.1 Axial compression members with longitudinal reinforcement and common stirrup 5.2 Axial compression member with longitudinal reinforcement and spiral stirrups Questions Chapter 6 Calculation of normal section bearing capacity of eccentric compression members 6.1 Force characteristics and failure pattern of normal section of eccentric compression member 6.2 Longitudinal bending of eccentrically compressed members 6.3 Eccentric compression member with rectangular section 6.4 I section and T section eccentric compression members 6.5 Eccentric compression member with circular section Questions Chapter 7 Basic concepts and materials of prestressed concrete 7.1 Summary 7.2 Methods and equipments of prestressing 7.3 Materials for prestressed concrete structures 7.4 Three concepts of prestressed concrete structure Questions Chapter 8 Design and calculation of prestressed concrete flexural member 8.1 Stress stage and design calculation method 8.2 Calculation of section bearing capacity of prestressed concrete flexural members 8.3 Calculation of restoring force and estimation of prestress loss 8.4 Calculation of section stress of prestressed concrete flexural member 8.5 Checking calculation of crack resistance of prestressed concrete flexural members 8.6 Calculation of deflection (deformation) of prestressed concrete flexural members 8.7 Calculation of end anchorage zone 8.8 Design of prestressed concrete simply supported beam 8.9 Calculation example of prestressed concrete simply supported beam Questions Chapter 9 Class B partially prestressed concrete flexural member 9.1 Mechanical characteristics of partially prestressed concrete structures 9.2 Calculation of Class B partially prestressed concrete flexural members 9.3 Design of Class B partially prestressed concrete flexural members 9.4 Structural requirements Questions Chapter 10 Concept of steel structure: concept and material 10.1 Features of steel structure and its applications 10.2 Primary mechanical properties of steel 10.3 Factors affecting the steel properties 10.4 Stee