Stability of Structures - 1st Edition - ISBN: 9780123851222, 9780123851239

Stability of Structures

1st Edition

Principles and Applications

Authors: Chai Yoo Sung Lee
Hardcover ISBN: 9780123851222
eBook ISBN: 9780123851239
Imprint: Butterworth-Heinemann
Published Date: 24th March 2011
Page Count: 536
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Description

Preface

Authors Biography

Chapter 1. Buckling of Columns

1.1. Introduction

1.2. Neutral Equilibrium

1.3. Euler Load

1.4. Differential Equations of Beam-Columns

1.5. Effects of Boundary Conditions on the Column Strength

1.6. Introduction to Calculus of Variations

1.7. Derivation of Beam-Column GDE Using Finite Strain

1.8. Galerkin Method

1.9. Continuous Beam-Columns Resting on Elastic Supports

1.10. Elastic Buckling of Columns Subjected to Distributed Axial Loads

1.11. Large Deflection Theory (The Elastica)

1.12. Eccentrically Loaded Columns—Secant Formula

1.13. Inelastic Buckling of Straight Column

1.14. Metric System of Units

Chapter 2. Special Topics in Elastic Stability of Columns

2.1. Energy Methods

2.2. Stability Criteria

2.3. Rayleigh-Ritz Method

2.4. The Rayleigh Quotient

2.5. Energy Method Applied to Columns Subjected to Distributed Axial Loads

2.6. Elastically Supported Beam-Columns

2.7. Differential Equation Method

2.8. Methods of Successive Approximation

2.9. Matrix Method

2.10. Free Vibration of Columns Under Compressive Loads

2.11. Buckling by a Nonconservative Load

2.12. Self-Adjoint Boundary Value Problems

Chapter 3. Beam-Columns

3.1. Transversely Loaded Beam Subjected to Axial Compression

3.2. Beam-Columns with Concentrated Lateral Loads

3.3. Beam-Columns with Distributed Lateral Loads

3.4. Effect of Axial Force on Bending Stiffness

3.5. Ultimate Strength of Beam-Columns

3.6. Design of Beam-Columns

Chapter 4. Continuous Beams and Rigid Frames

4.1. Introduction

4.2. Continuous Beams

4.3. Buckling Modes of Frames

4.4. Critical Loads of Frames

4.5. Stability of Frames by Matrix Analysis

4.6. Second-Order Analysis of a Frame by Slope-Deflection Equations

4.7. Effect of Primary Bending and Plasticity on the Behavior of Frames

4.8. Stability Design of Frames

Chapter 5. Torsion in Structures

5.1. Introduction

5.2. Uniform Torsion and St. Venant Theory

5.3. Membrane Analogy

5.4. Twisting of Thin Rectangular Bars

5.5. Torsion in the Inelastic Range

5.6. Torsion in Closed Thin-Walled Cross Sections

5.7. Nonuniform Torsion of W Shapes

5.8. Nonuniform Torsion of Thin-Walled Open Cross Sections

5.9. Cross-Section Properties

Chapter 6. Torsional and Flexural-Torsional Buckling

6.1. Introduction

6.2. Strain Energy of Torsion

6.3. Torsional and Flexural-Torsional Buckling of Columns

6.4. Torsional and Flexural-Torsional Buckling under Thrust and End Moments

Chapter 7. Lateral-Torsional Buckling

7.1. Introduction

7.2. Differential Equations for Lateral-Torsional Buckling

7.3. Generalization of Governing Differential Equations

7.4. Lateral-Torsional Buckling for Various Loading and Boundary Conditions

7.5. Application of Bessel Function to Lateral-Torsional Buckling Problems

7.6. Lateral-Torsional Buckling by Energy Method

7.7. Design Simplification for Lateral-Torsional Buckling

Chapter 8. Buckling of Plate Elements

8.1. Introduction

8.2. Differential Equation of Plate Buckling

8.3. Linear Equations

8.4. Application of Plate Stability Equation

8.5. Energy Methods

8.6. Design Provisions for Local Buckling of Compression Elements

8.7. Inelastic Buckling of Plate Elements

8.8. Failure of Plate Elements

Chapter 9. Buckling of Thin Cylindrical Shell Elements

9.1. Introduction

9.2. Large-Deflection Equations (Donnell Type)

9.3. Energy Method

9.4. Linear Stability Equations (Donnell Type)

9.5. Applications of Linear Buckling Equations

9.6. Failure of Cylindrical Shells

9.7. Postbuckling of Cylindrical Shells

Chapter 10. Buckling of General Shell Elements

10.1. Introduction

10.2. Nonlinear Equilibrium Equations

10.3. Linear Stability Equations (Donnell Type)

10.4. Applications

Author Index

Subject Index

Key Features

  •  Balanced presentation for both theory and practice
  • Well-blended contents covering elementary to advanced topics
  • Detailed presentation of the development

Readership

CONTENTS

PREFACE XI

1 Buckling Of Columns

2 Special Topics in Elastic Stability of Columns

3 Beam-Columns

4 Continuous Beams and Rigid Frames

5 Torsion in Structures

6 Torsional and Flexural-Torsional Buckling

7 Lateral-Torsional Buckling

8 Buckling of Plate Elements

9 Buckling of Thin Cylindrical Shell Elements

10 Buckling of General Shell Elements

Index

Table of Contents

Preface

Authors Biography

Chapter 1. Buckling of Columns

1.1. Introduction

1.2. Neutral Equilibrium

1.3. Euler Load

1.4. Differential Equations of Beam-Columns

1.5. Effects of Boundary Conditions on the Column Strength

1.6. Introduction to Calculus of Variations

1.7. Derivation of Beam-Column GDE Using Finite Strain

1.8. Galerkin Method

1.9. Continuous Beam-Columns Resting on Elastic Supports

1.10. Elastic Buckling of Columns Subjected to Distributed Axial Loads

1.11. Large Deflection Theory (The Elastica)

1.12. Eccentrically Loaded Columns—Secant Formula

1.13. Inelastic Buckling of Straight Column

1.14. Metric System of Units

Chapter 2. Special Topics in Elastic Stability of Columns

2.1. Energy Methods

2.2. Stability Criteria

2.3. Rayleigh-Ritz Method

2.4. The Rayleigh Quotient

2.5. Energy Method Applied to Columns Subjected to Distributed Axial Loads

2.6. Elastically Supported Beam-Columns

2.7. Differential Equation Method

2.8. Methods of Successive Approximation

2.9. Matrix Method

2.10. Free Vibration of Columns Under Compressive Loads

2.11. Buckling by a Nonconservative Load

2.12. Self-Adjoint Boundary Value Problems

Chapter 3. Beam-Columns

3.1. Transversely Loaded Beam Subjected to Axial Compression

3.2. Beam-Columns with Concentrated Lateral Loads

3.3. Beam-Columns with Distributed Lateral Loads

3.4. Effect of Axial Force on Bending Stiffness

3.5. Ultimate Strength of Beam-Columns

3.6. Design of Beam-Columns

Chapter 4. Continuous Beams and Rigid Frames

4.1. Introduction

4.2. Continuous Beams

4.3. Buckling Modes of Frames

4.4. Critical Loads of Frames

4.5. Stability of Frames by Matrix Analysis

4.6. Second-Order Analysis of a Frame by Slope-Deflection Equations

4.7. Effect of Primary Bending and Plasticity on the Behavior of Frames

4.8. Stability Design of Frames

Chapter 5. Torsion in Structures

5.1. Introduction

5.2. Uniform Torsion and St. Venant Theory

5.3. Membrane Analogy

5.4. Twisting of Thin Rectangular Bars

5.5. Torsion in the Inelastic Range

5.6. Torsion in Closed Thin-Walled Cross Sections

5.7. Nonuniform Torsion of W Shapes

5.8. Nonuniform Torsion of Thin-Walled Open Cross Sections

5.9. Cross-Section Properties

Chapter 6. Torsional and Flexural-Torsional Buckling

6.1. Introduction

6.2. Strain Energy of Torsion

6.3. Torsional and Flexural-Torsional Buckling of Columns

6.4. Torsional and Flexural-Torsional Buckling under Thrust and End Moments

Chapter 7. Lateral-Torsional Buckling

7.1. Introduction

7.2. Differential Equations for Lateral-Torsional Buckling

7.3. Generalization of Governing Differential Equations

7.4. Lateral-Torsional Buckling for Various Loading and Boundary Conditions

7.5. Application of Bessel Function to Lateral-Torsional Buckling Problems

7.6. Lateral-Torsional Buckling by Energy Method

7.7. Design Simplification for Lateral-Torsional Buckling

Chapter 8. Buckling of Plate Elements

8.1. Introduction

8.2. Differential Equation of Plate Buckling

8.3. Linear Equations

8.4. Application of Plate Stability Equation

8.5. Energy Methods

8.6. Design Provisions for Local Buckling of Compression Elements

8.7. Inelastic Buckling of Plate Elements

8.8. Failure of Plate Elements

Chapter 9. Buckling of Thin Cylindrical Shell Elements

9.1. Introduction

9.2. Large-Deflection Equations (Donnell Type)

9.3. Energy Method

9.4. Linear Stability Equations (Donnell Type)

9.5. Applications of Linear Buckling Equations

9.6. Failure of Cylindrical Shells

9.7. Postbuckling of Cylindrical Shells

Chapter 10. Buckling of General Shell Elements

10.1. Introduction

10.2. Nonlinear Equilibrium Equations

10.3. Linear Stability Equations (Donnell Type)

10.4. Applications

Author Index

Subject Index

Details

No. of pages:
536
Language:
English
Copyright:
© Butterworth-Heinemann 2011
Published:
Imprint:
Butterworth-Heinemann
eBook ISBN:
9780123851239
Hardcover ISBN:
9780123851222

About the Author

Chai Yoo

Sung Lee