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结构力学(英文版普通高等教育土木工程专业新形态教材)

结构力学(英文版普通高等教育土木工程专业新形态教材)

  • 字数: 505
  • 出版社: 清华大学
  • 作者: 编者:王蕊//曹艳梅//杨会伟//赵晖|
  • 商品条码: 9787302689461
  • 适读年龄: 12+
  • 版次: 1
  • 开本: 16开
  • 页数: 311
  • 出版年份: 2025
  • 印次: 1
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内容简介
本书根据中国高等学校 土木工程以及相关专业的教 学计划、结构力学课程的教 学大纲和课程基本要求,为 中国高等学校土木工程及相 关专业结构力学课程“双语 教学”编写的英文结构力学 教材。全书共分11章,包括 :绪论,结构的几何构造分 析,静定结构的内力计算, 结构位移计算,影响线,力 法,位移法,力矩分配法, 结构动力计算,结构的极限 荷载,结构的稳定计算。除 第1章外,每章均有提要、 小结、思考题和习题,书后 附有答案。本书可作为土木 工程专业,即“大土木”的房 建、道桥、水利等各类专门 化方向的“双语”教材及参考 用书,也可供工程技术人员 学习专业外语之用。
作者简介
王蕊,太原理工大学教授、博师生导师,国家一级注册结构工程师,清华大学博士后,英国访问学者,山西省建筑结构材料资源化利用工程研究中心主任,太原理工大学土木工程学院基础部主任,山西省结构力学一流课程负责人。中国建筑金属结构协会检测鉴定加固改造分会常务委员、中国钢结构协会钢-混凝土组合结构分会理事,中国建筑金属结构协会铝结构分会理事、中国土木工程学会工程防火技术分会等多家协会理事,山西省建筑结构专业委员会秘书长,山西省危大工程评审专家和山西省钢结构协会委员。主持/参与国家自然科学基金重点、面上与青年项目、973项目子课题、山西省优秀青年基金和面上项目、归国留学重点项目、教育部博士点基金项目等省级以上科研项目10余项。累计发表高水平学术论文80余篇,研究成果在国内外著名学术期刊发表,1篇代表作被Elsevier出版社列为2014-2016年最高引用的5篇论文之一,出版专著1部,参编教材1本。研究成果被4部行业标准采纳。研发了可同时实现长期、腐蚀、冲击、地震等灾害作用的大型试验装置,。以第一完成人获2021年山西省自然科学二等奖,2022年中西部杰出工程师奖和第一届山西省标准化创新贡献奖。
目录
Chapter 1 Overview 1.1 Objectives and Tasks of Structural Mechanics 1.2 Analytical Models of Structures 1.3 Classification of Structures 1.4 Classification of Loads Chapter 2 Geometric Construction Analysis of Planer System 2.1 Basic Concepts in Geometric Construction Analysis 2.2 Geometric Construction Rules of Planer Stable Systems 2.3 Calculation of Degrees of Freedom in Planar Systems 2.4 Statically Determinate Structures and Indeterminate Structures EXERCISES Chapter 3 Force Analysis of Statically Determinate Structures 3.1 Basic Concepts 3.2 Statically Determinate Multi-span Beam 3.3 Rigid Frame 3.4 Truss 3.5 Three-Hinged Arch 3.6 Mixed Structure EXERCISES Chapter 4 Deformation Calculation of Statically Determinate Structure 4.1 Introduction to Structural Deformation 4.2 Principle of Virtual Work 4.3 General Formula for Calculating Structural Deformation Caused by Loads 4.4 Moment-Area Method 4.5 Deformation Calculation of Structurs due to Support Movement and Temperature Change 4.6 Reciprocal Theorem for Linear Elastic System EXERCISES Chapter 5 Influence Lines 5.1 The Concept of Influence Lines 5.2 Construction of Influence Lines by Static Method 5.3 Construction of Influence Lines Under Indirect Loads 5.4 Construction of Influence Lines for Trusses 5.5 Construction of Influence Lines by Virtual Displacement Method 5.6 Application of Influence Line 5.7 Internal Force Envelope and Absolute Maximum Bending Moment of Simply Supported Beams EXERCISES Chapter 6 Force Method 6.1 Overview of Statically Indeterminate Structures 6.2 Basic Concept of Force Method 6.3 Canonical Equations of Force Method 6.4 Examples of Force Method 6.5 Calculation Structures Under Support Movement and Temperature Changes 6.6 Utilization of Symmetry 6.7 Deformation Calculation and Internal Force Verification 6.8 Characteristics of Statically Indeterminate Structures 6.9 End Forces of a Single-Span Statically Indeterminate Beams EXERCISES Chapter 7 Displacement Method 7.1 Basic Concepts of Displacement Method 7.2 Determination of Primary Unknowns 7.3 Canonical Equations of Displacement Method 7.4 Examples of Displacement Method EXERCISES Chapter 8 Matrix Displacement Method 8.1 Introduction 8.2 Member Stiffness Matrix 8.3 Coordinate Transformation of Member Stiffness Matrix 8.4 Global Stiffness Matrix 8.5 Boundary Conditions and General Loading 8.6 Examples EXERCISES Chapter 9 Dynamic Calculation of Structures 9.1 Overview 9.2 The Equation of Motion of Single-Degree-of-Freedom System 9.3 Free Vibration of Single-Degree-of-Freedom Systems 9.4 Forced Vibration of Single-Degree-of-Freedom Systems 9.5 Free Vibration of Multi-Degree-of-Freedom Systems 9.6 Forced Vibration of a Multi-Degree-of-Freedom System 9.7 Mode Decomposition Method 9.8 Approximate Method for Structure Vibration Frequency Calculation EXERCISES Chapter 10 Ultimate Load Analysis of Structures 10.1 Overview 10.2 Plastic Hinge Destruction Mechanism 10.3 The Ultimate Load of a Single Span Statically Indeterminate Beam 10.4 General Theorem of Proportional Loading 10.5 Ultimate Load of a Continuous Beam 10.6 Ultimate Load of Simple Rigid Frame EXERCISES Chapter 11 Stability of Structures 11.1 Overview 11.2 Static Method for Calculating Critical Loads 11.3 Stability of Straight Bar with Equal Cross Section of Elastic Support 11.4 Energy Method for Calculating Critical Load 11.5 Stability of Variable Cross Section Compression Bar 11.6 Influence of Shear Force on Critical Load 11.7 Stability of the Combined Pressure Rod EXERCISES References

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