建筑力学第三分册结构力学(第4版)
作者: 李家宝 洪范文
出版时间:2007-02-06
出版社:高等教育出版社
- 高等教育出版社
 - 9787040193282
 - 4
 - 169191
 - 0045154286-4
 - 平装
 - 16开
 - 2007-02-06
 - 260
 - 164
 
本书是在《建筑力学》第三分册《结构力学》(第三版)的基础上,按2004年教育部高等学校非力学类专业力学基础课程教学指导分委员会通过的“结构力学课程教学基本要求(B类)”修订而成。
全书主要内容有:绪论,几何组成分析,静定结构的内力分析,静定结构的位移计算,力法、位移法和力矩分配法,结构的计算简图和简化分析,并附有思考题和习题。在保持原版教材特色的基础上,侧重介绍结构力学的基本原理和基本方法,突出结构受力特性和定性分析,强调学生的能力训练。
本书第二版曾获国家教委第二届高等学校优秀教材二等奖。全书内容少而精,论述严谨,文字简练,联系实际,便于教学。
本书适用于高等学校建筑学、城市规划、给水排水工程、工程管理等土建、水利类本科非结构专业的教学,也可用作土建类专业其他层次的教材,以及供有关工程技术人员参考。
  第1章 绪论
   §1-1 杆件结构力学的研究对象和任务
   §1-2 杆件结构的计算简图
   §1-3 杆件结构的类型
   §1-4 荷载的分类
  第2章 几何组成分析
   §2-1 几何组成分析的目的和概念
   §2-2 几何不变体系的简单组成规则
   §2-3 几何组成分析示例
   §2-4 静定结构和超静定结构
   思考题
   习 题
   习题部分答案
  第3章 静定结构的内力分析
   §3-1 杆件内力计算
   §3-2 静定梁
   §3-3 静定刚架
   §3-4 三铰拱
   §3-5 静定桁架
   §3-6 静定结构的内力分析和受力特点44
   思考题47
   习 题48
   习题部分答案51
  第4章 静定结构的位移计算
   §4-1 结构位移和虚功的概念
   §4-2 变形体系的虚功原理和单位荷载法
   §4-3 静定结构由荷载引起的位移
   §4-4 图乘法
   §4-5 互等定理
   思考题
   习 题
   习题部分答案
  第5章 力法
   §5-1 力法的基本概念
   §5-2 力法的典型方程
   §5-3 用力法计算超静定刚架
   §5-4 对称性的利用
   §5-5 等截面单跨超静定梁的杆端内力
   思考题
   习 题
   习题部分答案
  第6章 位移法和力矩分配法
   §6-1 位移法的基本概念
   §6-2 位移法基本未知量的确定
   §6-3 位移法的计算步骤和示例
   §6-4 位移法的典型方程
   §6-5 力矩分配法的基本概念
   §6-6 用力矩分配法计算连续梁和无结点线位移刚架
   §6-7 超静定结构的受力分析和变形特点
   思考题
   习 题
   习题部分答案
  *第7章 结构的计算简图和简化分析
   §7-1 概述
   §7-2 将空间结构分解为平面结构
   §7-3 将板壳结构简化为交叉体系
   §7-4 将结构分解为基本部分和附属部分
   §7-5 忽略次要变形
  索引
  主要参考文献
  Synopsis
  Contents
  主编简介
  Contents
  Chapter 1   Introduction
   §1-1  The main objectives and contents of the course
   §1-2  Computting models of Bar Structure
   §1-3  Types of Bar Structure
   §1-4  Load Classification
  Chapter 2   Geometrical Composition Analy-sis
   §2-1  Definition and objectives of geometrical composition analysis
   §2-2  Simple composition rules for geomet-rical invariant system
   §2-3  Examples of geometrical composition analysis
   §2-4  Statically determinate and indeterminate Structures
   Questions for thought
   Exercises
   Part of the keys to the exericses
  Chapter 3   Internal Force Analysis of Stati-cally Determinate Structure
   §3-1  Bar internal force calculation
   §3-2  Statically determinate beam
   §3-3  Statically determinate frame
   §3-4  Three - hinged arch
   §3-5  Statically determinate truss
   §3-6  Basic properties and internal force anal-ysis of statically determinate structure
   Questions for thonght
   Exercises
   Part of the keys to the exercises
  Chapter 4   Calculation of Statically Determi-nate Structural Displacement
   §4-1  Definition of structural displacement and virtual work
   §4-2  Principle of virtual work for deformable body and Unit load method
   §4-3  Displacement caused by loading
   §4-4  Method of graph multiplication
   §4-5  Reciprocal theorems
   Questions for thought
   Exercises
   Part of the keys to the exercises
  Chapter 5   Force Method
   §5-1  Definition of force method
   §5-2  Typical equation of force method
   §5-3  Force method for statically indetermi-nate frame
   §5-4  Application of symmetry
   §5-5  Internal force at bar end in uniform-section single - stride statically inde-terminate beam
   Questions for thought
   Exercises
   Part of the keys to the exercises
  Chapter 6   Displacement Method and Mo-ment Distribution Method
   §6-1  Definition of displacement method
   §6-2  Determination of unknown quantity for displacement method
   §6-3  Calculation steps and examples of dis-placement method
   §6-4  Typical equation of displacement meth-od
   §6-5  Definition of moment distribution method
   §6-6  Continuous beam and non - node linear displacemion frame calculation with moment distribution method
   §6-7  Internal force analysis and deformation characteristics of statically indetermi-nate structure
   Questions for thought
   Exercises
   Part of the keys to the exercises
  *Chapter 7   Nomographic Chart and Reductive Analysis of Structure
   §7-1  General description
   §7-2  Decomposition of space structure intoplane structure
   §7-3  Reduction of plate - shell structure intocross system
   §7-4  Decomposition of structure into funda-mental parts and accessory parts
   §7-5  Ignoring of lesser deformation
  References
  Index
  Synopsis
  Contents
  A Brief Introduction to the author
 

                        
                        
                    




