結構力學(英文版普通高等教育土木工程專業新形態教材)
內容大鋼
本書根據中國高等學校土木工程以及相關專業的教學計劃、結構力學課程的教學大綱和課程基本要求，為中國高等學校土木工程及相關專業結構力學課程「雙語教學」編寫的英文結構力學教材。全書共分11章，包括：緒論，結構的幾何構造分析，靜定結構的內力計算，結構位移計算，影響線，力法，位移法，力矩分配法，結構動力計算，結構的極限荷載，結構的穩定計算。除第1章外，每章均有提要、小結、思考題和習題，書後附有答案。本書可作為土木工程專業，即「大土木」的房建、道橋、水利等各類專門化方向的「雙語」教材及參考用書，也可供工程技術人員學習專業外語之用。
作者介紹
編者:王蕊//曹艷梅//楊會偉//趙暉|責編:張占奎
目錄
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
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