LEADER 05827nam 22007813 450 001 9911004744103321 005 20250916001131.0 010 $a9780486134802 010 $a0-486-13480-6 010 $a1-62198-613-6 035 $a(CKB)2670000000406637 035 $a(EBL)1894787 035 $a(SSID)ssj0001002781 035 $a(PQKBManifestationID)12489509 035 $a(PQKBTitleCode)TC0001002781 035 $a(PQKBWorkID)11027930 035 $a(PQKB)10154360 035 $a(MiAaPQ)EBC1894787 035 $a(EXLCZ)992670000000406637 100 $a20141222d2009|||| u|| | 101 0 $aeng 135 $aur||||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aTheory of elastic stability /$fStephen P. Timoshenko, James M. Gere 210 1$aMineola, New York :$cDover Publications, Inc.,$d2009 215 $a1 online resource (1067 pages) 225 1 $aDover Civil and Mechanical Engineering 300 $aDescription based upon print version of record. 300 $aUnabridged republication of the second edition of the work, originally published by the McGraw-Hill Book Company, Inc., New York and London, in 1961 311 1 $a9780486472072 311 1 $a0-486-47207-8 327 $aCover; Title Page; Copyright Page; Preface to the Second Edition; Preface to the First Edition; Contents; Notations; Chapter 1. Beam-columns; 1.1 Introduction; 1.2 Differential Equations for Beam-columns; 1.3 Beam-column with Concentrated Lateral Load; 1.4 Several Concentrated Loads; 1.5 Continuous Lateral Load; 1.6 Bending of a Beam-column by Couples; 1.7 Approximate Formula for Deflections; 1.8 Beam-columns with Built-in Ends; 1.9 Beam-columns with Elastic Restraints; 1.10 Continuous Beams with Axial Loads; 1.11 Application of Trigonometric Series 327 $a1.12 The Effect of Initial Curvature on Deflections1.13 Determination of Allowable Stresses; Chapter 2. Elastic Buckling of Bars and Frames; 2.1 Euler's Column Formula; 2.2 Alternate Form of the Differential Equation for Determining Critical Loads; 2.3 The Use of Beam-column Theory in Calculating Critical Loads; 2.4 Buckling of Frames; 2.5 Buckling of Continuous Beams; 2.6 Buckling of Continuous Beams on Elastic Supports; 2.7 Large Deflections of Buckled Bars (the Elastica); 2.8 The Energy Method; 2.9 Approximate Calculation of Critical Loads by the Energy Method 327 $a2.10 Buckling of a Bar on an Elastic Foundation2.11 Buckling of a Bar with Intermediate Compressive Forces; 2.12 Buckling of a Bar under Distributed Axial Loads; 2.13 Buckling of a Bar on an Elastic Foundation under Distributed Axial Loads; 2.14 Buckling of Bars with Changes in Cross Section; 2.15 The Determination of Critical Loads by Successive Approximations; 2.16 Bars with Continuously Varying Cross Section; 2.17 The Effect of Shearing Force on the Critical Load; 2.18 Buckling of Built-up Columns; 2.19 Buckling of Helical Springs; 2.20 Stability of a System of Bars 327 $a2.21 The Case of Nonconservative Forces2.22 Stability of Prismatic Bars under Varying Axial Forces; Chapter 3. Inelastic Buckling of Bars; 3.1 Inelastic Bending; 3.2 Inelastic Bending Combined with Axial Load; 3.3 Inelastic Buckling of Bars (Fundamental Case); 3.4 Inelastic Buckling of Bars with Other End Conditions; Chapter 4. Experiments and Design Formulas; 4.1 Column Tests; 4.2 Ideal-column Formulas as a Basis of Column Design; 4.3 Empirical Formulas for Column Design; 4.4 Assumed Inaccuracies as a Basis of Column Design; 4.5 Various End Conditions; 4.6 The Design of Built-up Columns 327 $aChapter 5. Torsional Buckling5.1 Introduction; 5.2 Pure Torsion of Thin-walled Bars of Open Cross Section; 5.3 Nonuniform Torsion of Thin-walled Bars of Open Cross Section; 5.4 Torsional Buckling; 5.5 Buckling by Torsion and Flexure; 5.6 Combined Torsional and Flexural Buckling of a Bar with Continuous Elastic Supports; 5.7 Torsional Buckling under Thrust and End Moments; Chapter 6. Lateral Buckling of Beams; 6.1 Differential Equations for Lateral Buckling; 6.2 Lateral Buckling of Beams in Pure Bending; 6.3 Lateral Buckling of a Cantilever Beam 327 $a6.4 Lateral Buckling of Simply Supported I Beams 330 $aThe best available guide to the elastic stability of large structures, this book introduces the principles and theory of structural stability. It was co-authored by the father of modern engineering mechanics, Stephen Timoshenko, and James Gere, who updated the materials and worked closely with Dr. Timoshenko. Relevant to aspects of civil, mechanical, and aerospace engineering, this classic covers the essentials of static and dynamic instabilities.Topics range from theoretical explanations of 2- and 3-D stress and strain to practical applications such as torsion, bending, thermal stress, and wa 410 0$aDover Civil and Mechanical Engineering 606 $aElasticity 606 $aStrains and stresses 606 $aElasticity 606 $aStrains and stresses 606 $aElasticitat$2lemac 606 $aEsforç i tensió$2lemac 606 $aEngineering & Applied Sciences$2HILCC 606 $aApplied Mathematics$2HILCC 615 4$aElasticity. 615 4$aStrains and stresses. 615 0$aElasticity. 615 0$aStrains and stresses. 615 7$aElasticitat 615 7$aEsforç i tensió 615 7$aEngineering & Applied Sciences 615 7$aApplied Mathematics 676 $a531.382 676 $a531/.382 700 $aTimoshenko$b Stephen$f1878-1972,$042411 702 $aGere$b James M. 801 0$bAU-PeEL 801 1$bAU-PeEL 801 2$bAU-PeEL 906 $aBOOK 912 $a9911004744103321 996 $aTheory of elastic stability$952057 997 $aUNINA