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Cover image for Stability of structures : principles and applications
Title:
Stability of structures : principles and applications
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Publication Information:
Amsterdam ; Boston : Butterworth-Heinemann, c2011
Physical Description:
xi, 523 p. : ill. ; 24 cm.
ISBN:
9780123851222
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30000010258221 TA656 Y66 2011 Open Access Book Book
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30000010258220 TA656 Y66 2011 Open Access Book Book
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Summary

Summary

The current trend of building more streamlined structures has made stability analysis a subject of extreme importance. It is mostly a safety issue because Stability loss could result in an unimaginable catastrophe. Written by two authors with a combined 80 years of professional and academic experience, the objective of Stability of Structures: Principles and Applications is to provide engineers and architects with a firm grasp of the fundamentals and principles that are essential to performing effective stability analysts.

Concise and readable, this guide presents stability analysis within the context of elementary nonlinear flexural analysis, providing a strong foundation for incorporating theory into everyday practice. The first chapter introduces the buckling of columns. It begins with the linear elastic theory and proceeds to include the effects of large deformations and inelastic behavior. In Chapter 2 various approximate methods are illustrated along with the fundamentals of energy methods. The chapter concludes by introducing several special topics, some advanced, that are useful in understanding the physical resistance mechanisms and consistent and rigorous mathematical analysis. Chapters 3 and 4 cover buckling of beam-columns. Chapter 5 presents torsion in structures in some detail, which is one of the least well understood subjects in the entire spectrum of structural mechanics. Strictly speaking, torsion itself does not belong to a topic in structural stability, but needs to be covered to some extent for a better understanding of buckling accompanied with torsional behavior. Chapters 6 and 7 consider stability of framed structures in conjunction with torsional behavior of structures. Chapters 8 to 10 consider buckling of plate elements, cylindrical shells, and general shells. Although the book is primarily devoted to analysis, rudimentary design aspects are discussed.


Author Notes

Chai H. Yoo, PhD., PE, FASCE, is professor emeritus at Auburn University.
Sung C. Lee is a member of the Department of Civil and Environmental Engineering at Dongguk University in Seoul, Korea.


Table of Contents

Prefacep. ix
Authors Biographyp. xi
1 Buckling of Columnsp. 1
1.1 Introductionp. 1
1.2 Neutral Equilibriump. 3
1.3 Euler Loadp. 4
1.4 Differential Equations of Beam-Columnsp. 8
1.5 Effects of Boundary Conditions on the Column Strengthp. 15
1.6 Introduction to Calculus of Variationsp. 18
1.7 Derivation of Beam-Column GDE Using Finite Strainp. 24
1.8 Galerkin Methodp. 27
1.9 Continuous Beam-Columns Resting on Elastic Supportsp. 29
1.10 Elastic Buckling of Columns Subjected to Distributed Axial Loadsp. 38
1.11 Large Deflection Theory (The Elastica)p. 44
1.12 Eccentrically Loaded Columns-Secant Formulap. 52
1.13 Inelastic Buckling of Straight Columnp. 56
1.14 Metric System of Unitsp. 66
General Referencesp. 67
Referencesp. 68
Problemsp. 69
2 Special Topics in Elastic Stability of Columnsp. 75
2.1 Energy Methodsp. 76
2.2 Stability Criteriap. 89
2.3 Rayleigh-Ritz Methodp. 92
2.4 The Rayleigh Quotientp. 95
2.5 Energy Method Applied to Columns Subjected to Distributed Axial Loadsp. 99
2.6 Elastically Supported Beam-Columnsp. 115
2.7 Differential Equation Methodp. 120
2.8 Methods of Successive Approximationp. 124
2.9 Matrix Methodp. 133
2.10 Free Vibration of Columns under Compressive Loadsp. 138
2.11 Buckling by a Nonconservative Loadp. 142
2.12 Self-Adjoint Boundary Value Problemsp. 146
Referencesp. 149
Problemsp. 150
3 Beam-Columnsp. 155
3.1 Transversely Loaded Beam Subjected to Axial Compressionp. 155
3.2 Beam-Columns with Concentrated Lateral Loadsp. 161
3.3 Beam-Columns with Distributed Lateral Loadsp. 163
3.4 Effect of Axial Force on Bending Stiffnessp. 164
3.5 Ultimate Strength of Beam-Columnsp. 185
3.6 Design of Beam-Columnsp. 192
Referencesp. 195
Problemsp. 196
4 Continuous Beams and Rigid Framesp. 199
4.1 Introductionp. 199
4.2 Continuous Beamsp. 199
4.3 Buckling Modes of Framesp. 203
4.4 Critical Loads of Framesp. 205
4.5 Stability of Frames by Matrix Analysisp. 216
4.6 Second-order Analysis of a Frame by Slope-Deflection Equationsp. 220
4.7 Effect of Primary Bending and Plasticity on the Behavior of Framesp. 228
4.8 Stability Design of Framesp. 230
Referencesp. 240
Problemsp. 241
5 Torsion in Structuresp. 245
5.1 Introductionp. 246
5.2 Uniform Torsion and St. Venant Theoryp. 247
5.3 Membrane Analogyp. 251
5.4 Twisting of Thin Rectangular Barsp. 253
5.5 Torsion in the Inelastic Rangep. 255
5.6 Torsion in Closed Thin-Walled Cross Sectionsp. 260
5.7 Nouniform Torsion of W Shapesp. 265
5.8 Nonuniform Torsion of Thin-Walled Open Cross Sectionsp. 280
5.9 Cross-Section Propertiesp. 287
Referencesp. 298
Problemsp. 298
6 Torsional and Flexural-Torsional Bucklingp. 303
6.1 Introductionp. 303
6.2 Strain Energy of Torsionp. 305
6.3 Torsional and Flexural-Torsional Buckling of Columnsp. 307
6.4 Torsional and Flexural-Torsional Buckling under Thrust and End Momentsp. 317
Referencesp. 325
Problemsp. 326
7 Lateral-Torsional Bucklingp. 327
7.1 Introductionp. 327
7.2 Differential Equations for Lateral-Torsional Bucklingp. 328
7.3 Generalization of Governing Differential Equationsp. 336
7.4 Lateral-Torsional Buckling for Various Loading and Boundary Conditionsp. 337
7.5 Application of Bessel Function to Lateral-Torsional Buckling Problemsp. 343
7.6 Lateral-Torsional Buckling by Energy Methodp. 347
7.7 Design Simplification for Lateral-Torsional Bucklingp. 362
Referencesp. 368
Problemsp. 369
8 Buckling of Plate Elementsp. 373
8.1 Introductionp. 373
8.2 Differential Equation of Plate Bucklingp. 374
8.3 Linear Equationsp. 390
8.4 Application of Plate Stability Equationp. 401
8.5 Energy Methodsp. 418
8.6 Design Provisions for Local Buckling of Compression Elementsp. 431
8.7 Inelastic Buckling of Plate Elementsp. 432
8.8 Failure of Plate Elementsp. 433
Referencesp. 434
Problemsp. 437
9 Buckling of Thin Cylindrical Shell Elementsp. 441
9.1 Introductionp. 441
9.2 Large-Deflection Equations (Donnell Type)p. 442
9.3 Energy Methodp. 446
9.4 Linear Stability Equations (Donnell Type)p. 450
9.5 Applications of Linear Buckling Equationsp. 455
9.6 Failure of Cylindrical Shellsp. 465
9.7 Postbuckling of Cylindrical Shellsp. 466
Referencesp. 472
Problemsp. 473
10 Buckling of General Shell Elementsp. 475
10.1 Introductionp. 475
10.2 Nonlinear Equilibrium Equationsp. 476
10.3 Linear Stability Equations (Donnell Type)p. 490
10.4 Applicationsp. 498
Referencesp. 514
Problemsp. 515
Author Indexp. 517
Subject Indexp. 521
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