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|a 1224517210
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|a 9781119694502
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|a 1119694507
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|z 1119694523
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|b 000070668075
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|a (OCoLC)1227386030
|z (OCoLC)1224517210
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|a TA656.2
|b .J473 2021
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|a 624.176
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|a UAMI
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|a Jerath, Sukhvarsh.
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|a Structural Stability Theory and Practice
|h [electronic resource] :
|b Buckling of Columns, Beams, Plates, and Shells.
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| 260 |
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|a Newark :
|b John Wiley & Sons, Incorporated,
|c 2020.
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| 300 |
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|a 1 online resource (669 p.)
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| 500 |
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|a Description based upon print version of record.
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|a Cover -- Title Page -- Copyright -- Contents -- Foreword -- Preface -- About the Companion Website -- Chapter 1 Structural Stability -- 1.1 Introduction -- 1.2 General Concepts -- 1.2.1 Bifurcation of Equilibrium -- 1.2.2 Limit Load Instability -- 1.2.3 Finite Disturbance Instability -- 1.3 Rigid Bar Columns -- 1.3.1 Rigid Bar Supported by a Translational Spring -- 1.3.1.1 The Displaced Shape Equilibrium Method -- 1.3.1.2 The Energy Method -- 1.3.2 Two Rigid Bars Connected by Rotational Springs -- 1.3.2.1 The Displaced Shape Equilibrium Method -- 1.3.2.2 The Energy Method
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|a 1.3.3 Three-Member Truss -- 1.3.3.1 The Energy Method -- 1.3.4 Three Rigid Bars with Two Linear Springs -- 1.3.4.1 The Displaced Shape Equilibrium Method -- 1.3.4.2 The Energy Method -- 1.4 Large Displacement Analysis -- 1.4.1 Rigid Bar Supported by a Translational Spring -- 1.4.1.1 The Displaced Shape Equilibrium Method -- 1.4.1.2 The Energy Method -- 1.4.2 Rigid Bar Supported by Translational and Rotational Springs -- 1.4.2.1 The Displaced Shape Equilibrium Method -- 1.4.2.2 The Energy Method -- 1.4.3 Two Rigid Bars Connected by Rotational Springs -- 1.4.3.1 The Energy Method
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|a 1.5 Imperfections -- 1.5.1 Rigid Bar Supported by a Rotational Spring at the Base -- 1.5.1.1 The Displaced Shape Equilibrium Method -- 1.5.1.2 The Energy Method -- 1.5.2 Two Rigid Bars Connected by Rotational Springs -- 1.5.2.1 The Displaced Shape Equilibrium Method -- 1.5.2.2 The Energy Method -- Problems -- References -- Chapter 2 Columns -- 2.1 General -- 2.2 The Critical Load According to Classical Column Theory -- 2.2.1 Pinned-Pinned Column -- 2.2.2 Fixed-Fixed Column -- 2.2.2.1 Symmetric Mode -- 2.2.2.2 Anti-Symmetric Mode -- 2.2.3 Cantilever Column -- 2.2.4 Fixed-Pinned Column
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|a 2.3 Effective Length of a Column -- 2.4 Special Cases -- 2.4.1 Pinned-Pinned Column with Intermediate Compressive Force -- 2.4.2 Cantilever Column with Intermediate Compressive Force -- 2.4.2.1 Case 1 -- 2.4.2.2 Case 2 -- 2.5 Higher-Order Governing Differential Equation -- 2.5.1 Boundary Conditions for Different Supports -- 2.5.1.1 Pinned Support -- 2.5.1.2 Fixed Support -- 2.5.1.3 Free End -- 2.5.1.4 Guided Support -- 2.5.2 Pinned-Pinned Column -- 2.5.3 Cantilever Column -- 2.5.4 Pinned-Guided Column -- 2.6 Continuous Columns -- 2.7 Columns on Elastic Supports
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|a 2.7.1 Column Pinned at One End and Elastic Support at the Other End -- 2.7.2 Column Fixed at One End and Elastic Support at the Other End -- 2.8 Eccentrically Loaded Columns -- 2.8.1 The Secant Formula -- 2.9 Geometrically Imperfect Columns -- 2.9.1 The Southwell Plot -- 2.10 Large Deflection Theory of Columns -- 2.10.1 Pinned-Pinned Column -- 2.10.2 Cantilever Column -- 2.10.3 Effective Length Approach -- 2.10.3.1 Pinned-Pinned Column -- 2.10.3.2 Cantilever Column -- 2.10.3.3 Fixed-Fixed Column -- 2.10.3.4 Fixed-Pinned Column -- 2.11 Energy Methods -- 2.11.1 Calculus of Variations
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| 590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 650 |
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|a Buckling (Mechanics)
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| 650 |
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6 |
|a Flambage (Résistance des matériaux)
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| 650 |
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7 |
|a Buckling (Mechanics)
|2 fast
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| 758 |
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|i has work:
|a Structural stability theory and practice (Text)
|1 https://id.oclc.org/worldcat/entity/E39PCGKfMM9BmBMjV7CdbcYvBP
|4 https://id.oclc.org/worldcat/ontology/hasWork
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| 776 |
0 |
8 |
|i Print version:
|a Jerath, Sukhvarsh
|t Structural Stability Theory and Practice : Buckling of Columns, Beams, Plates, and Shells
|d Newark : John Wiley & Sons, Incorporated,c2020
|z 9781119694526
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| 856 |
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0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=6412241
|z Texto completo
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