主要符号表
第1章 绪论
§1-1 结构力学的研究对象和基本任务
§1-2 结构的计算简图
§1-3 结构和荷载的分类
§1-4 基本假设
习题
第2章 平面体系的几何构造分析
§2-1 概述
§2-2 平面体系几何不变的必要条件
§2-3 平面几何不变体系的基本组成规则
§2-4 平面体系几何构造分析举例
§2-5 体系的几何构造与静定性
习题
第3章 静定结构
§3-1 概述
§3-2 静定梁和静定平面刚架
§3-3 三铰拱
§3-4 静定平面桁架
§3-5 组合结构
§3-6 静定空间结构
§3-7 静定结构的一般性质
习题
第4章 静定结构的影响线
§4-1 移动荷载和影响线的概念
§4-2 静力法作影响线
§4-3 机动法作影响线
§4-4 联合法作影响线
§4-5 影响线的应用
§4-6 简支梁的内力包络图和绝对最大弯矩
习题
第5章 结构位移计算
§5-1 概述
§5-2 变形体的虚功原理
§5-3 结构位移计算的一般公式单位荷载法
§5-4 静定结构在荷载作用下的位移计算
§5-5 图乘法
§5-6 静定结构在非荷载因素作用下的位移计算
§5-7 线弹性体系的互等定理
习题
第6章 力法
§6-1 力法的基本概念
§6-2 超静定次数与力法基本结构
§6-3 力法原理与力法方程
§6-4 力法解超静定结构
§6-5 对称性的利用
§6-6 支座位移、温度变化等作用下超静定结构的计算
§6-7 超静定结构的位移计算
§6-8 超静定结构内力计算的校核
§6-9 超静定拱
习题
第7章 位移法
§7-1 位移法的基本概念
§7-2 位移法基本未知量和基本结构
§7-3 等截面直杆的转角位移方程
§7-4 位移法原理与位移法方程
§7-5 位移法解超静定结构
§7-6 对称性的利用
§7-7 支座位移、温度变化等作用下的位移法计算
习题
附录A 铁路和公路的标准荷载制
附录B 习题答案
附录C 索引
主要参考文献
Synopsis
Main Symbol List
1.Introduction
1.1 The Main Objectives and Basic Contents of the Course
1.2 Computing Models of Structures
1.3 Common Forms of Structures and Loads
1.4 Basic Hypotheses
Problems
2.Geometrical Constitution Analysis of Plane Systems
2.1 Introduction
2.2 Necessary Condition of Plane Stable Systems
2.3 Constitution Laws of Plane Stable Systems
2.4 Examples of Constitution Analysis of Plane Systems
2.5 Statically Determinancy of Systems
Problems
3.Statically Determinate structures
3.1 Introduction
3.2 Statically Determinate Beams and Frames
3.3 Three-Hinged Arches
3.4 Statically Determinate Plane Trusses
3.5 Composite Structures
3.6 Statically Determinate Space Structures
3.7 General Characteristics of Statically Determinate Structures
Problems
4.Influence Lines of Statically Determinate Structures
4.1 Introduction
4.2 Static Method
4.3 Kinematic Method
4.4 Combined Method
4.5 Applications of Influence Lines
4.6 Absolute Maximum Bending Moment and Envelopes of Maximum Internal Forces of Simply Supported Beams
Problems
5.Calculation of Displacement of Structures
5.1 Introduction
5.2 Principle of Virtual Work for Deformable Body
5.3 General Equation for Displacement Calculation Unite Load Method
5.4 Displacement Caused by Loading
5.5 Method of Diagram Product
5.6 Displacement Caused by Non-loading Effects
5.7 Reciprocal Theorems
Problems
6.Force Method
6.1 Introduction
6.2 Redundant Constraint and Primary Structure
6.3 The Fundamental Principles and Equations of Force Method
6.4 Force Method for Statically Indeterminate Structures
6.5 Utilization of Symmetry of Structures
6.6 Effects of Temperature Change, Settlement and Lack of Fit
6.7 Calculation of Displacement of Statically Indeterminate Structures
6.8 Check of Internal Forces of Statically Indeterminate Structures
6.9 Statically Indeterminate Arches
Problems
7.Displacement Method
7.1 Introduction
7.2 Degree of Kinematic Indeterminacy and Primary Structure
7.3 Slope-Deflection Equations
7.4 The Fundamental Principles and Equations of Displacement Method
7.5 Displacement Method for Statically Indeterminate Structures
7.6 Utilization of Symmetry of Structures
7.7 Effects of Settlement and Temperature Change
Problems
Appendix A Railway and Highway Standard Loads
Appendix B Answers to Problems
Appendix C Index
References
Synopsis 2100433B
