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[null,"1.","Record Nr.",null,"UNINA9911004744103321"]
[null,null,"Autore",null,"Timoshenko Stephen <1878-1972, >"]
[null,null,"Titolo",null,"Theory of elastic stability / / Stephen P. Timoshenko, James M. Gere"]
[null,null,"Pubbl/distr/stampa",null,"Mineola, New York : , : Dover Publications, Inc., , 2009"]
[null,null,"ISBN",null,"9780486134802"]
[{"$nulls":4},"0-486-13480-6"]
[{"$nulls":4},"1-62198-613-6"]
[null,null,"Descrizione fisica",null,"1 online resource (1067 pages)"]
[null,null,"Collana",null,"Dover Civil and Mechanical Engineering"]
[null,null,"Disciplina",null,"531.382"]
[{"$nulls":4},"531/.382"]
[null,null,"Soggetti",null,"Elasticity"]
[{"$nulls":4},"Strains and stresses"]
[{"$nulls":4},"Elasticitat"]
[{"$nulls":4},"Esforç i tensió"]
[{"$nulls":4},"Engineering & Applied Sciences"]
[{"$nulls":4},"Applied Mathematics"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[{"$nulls":4},"Unabridged republication of the second edition of the work, originally published by the McGraw-Hill Book Company, Inc., New York and London, in 1961"]
[null,null,"Nota di contenuto",null,"Cover; Title Page; Copyright Page; Preface to the Second Edition; Preface to the First Edition; Contents; Notations; Chapter 1. Beam-columns; 1.1 Introduction; 1.2 Differential Equations for Beam-columns; 1.3 Beam-column with Concentrated Lateral Load; 1.4 Several Concentrated Loads; 1.5 Continuous Lateral Load; 1.6 Bending of a Beam-column by Couples; 1.7 Approximate Formula for Deflections; 1.8 Beam-columns with Built-in Ends; 1.9 Beam-columns with Elastic Restraints; 1.10 Continuous Beams with Axial Loads; 1.11 Application of Trigonometric Series"]
[{"$nulls":4},"1.12 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 "]
[{"$nulls":4},"Supports; 2.7 Large Deflections of Buckled Bars (the Elastica); 2.8 The Energy Method; 2.9 Approximate Calculation of Critical Loads by the Energy Method"]
[{"$nulls":4},"2.10 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"]
[{"$nulls":4},"2.21 The Case of Nonconservative Forces2.22 Stability of Prismatic Bars under Varying Axial Forces; Chapter 3. Inelastic Buckling of Bars; 3.1 Inelastic Bending; 3.2 Inelastic Bending Combined with Axial Load; 3.3 Inelastic Buckling of Bars (Fundamental Case); 3.4 Inelastic Buckling of Bars with Other End Conditions; Chapter 4. Experiments and Design Formulas; 4.1 Column Tests; 4.2 Ideal-column Formulas as a Basis of Column Design; 4.3 Empirical Formulas for Column Design; 4.4 Assumed Inaccuracies as a Basis of Column Design; 4.5 Various End Conditions; 4.6 The Design of Built-up Columns"]
[{"$nulls":4},"Chapter 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"]
[{"$nulls":4},"6.4 Lateral Buckling of Simply Supported I Beams"]
[null,null,null,"Sommario/riassunto","The 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"]