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050 0 0 _aTA684
_b.G26 2008
082 0 0 _a624.1821
_222
100 1 _aGalambos, T. V.
_q(Theodore V.),
_eauthor.
_9252464
245 1 0 _aStructural stability of steel :
_bconcepts and applications for structural engineers /
_cTheodore V. Galambos, Andrea E. Surovek.
264 1 _aHoboken, N.J. :
_bJohn Wiley & Sons,
_c[2008]
264 4 _c©2008
300 _ax, 373 pages :
_billustrations ;
_c25 cm
336 _atext
_btxt
_2rdacontent
337 _aunmediated
_bn
_2rdamedia
338 _avolume
_bnc
_2rdacarrier
504 _aIncludes bibliographical references (pages 364-368) and index.
505 0 0 _g1.
_tFundamentals of Stability Theory --
_g1.1.
_tIntroduction --
_g1.2.
_tBasics of Stability Behavior: The Spring-Bar System --
_g1.3.
_tFundamentals of Post-Buckling Behavior --
_g1.4.
_tSnap-Through Buckling --
_g1.5.
_tMulti-Degree-of-Freedom Systems --
_g1.6.
_tSummary --
_g2.
_tElastic Buckling of Planar Columns --
_g2.1.
_tIntroduction --
_g2.2.
_tLarge-Deflection Solution of an Elastic Column --
_g2.3.
_tDifferential Equation of Planar Flexure --
_g2.4.
_tThe Basic Case: Pin-Ended Column --
_g2.5.
_tFive Fundamental Cases --
_g2.6.
_tThe Effect of Imperfections --
_g2.7.
_tStability of a Rigid Frame --
_g2.8.
_tEnd-Restrained Columns --
_g2.9.
_tRestrained Column Examples --
_g2.10.
_tContinuously Restrained Columns --
_g2.11.
_tSummary --
_g3.
_tInelastic Column Buckling --
_g3.1.
_tTangent and Reduced Modulus Concepts --
_g3.2.
_tShanley's Contribution --
_g3.3.
_tExample Illustrating the Tangent Modulus and the Reduced Modulus Concepts --
_g3.4.
_tBuckling Strength of Steel Columns --
_g3.5.
_tIllustration of the Effect of Residual Stresses on the Buckling Strength of Steel Columns --
_g3.6.
_tEffect of Initial Out-of-Straightness and Load Eccentricity --
_g3.7.
_tDesign Formulas For Metal Columns --
_g3.8.
_tSummary --
_g4.
_tBeam-Columns --
_g4.1.
_tIntroduction --
_g4.2.
_tGeneral Discussion of the Behavior of Beam-Columns --
_g4.3.
_tElastic In-Plane Behavior of Beam-Columns --
_g4.4.
_tElastic Limit Interaction Relationships --
_g4.5.
_tExample Problems of Beam-Column Strength --
_g4.6.
_tSystematic Methods of Analysis: Flexibility Method --
_g4.7.
_tSystematic Methods of Analysis: The Stiffness Method --
_g4.8.
_tInelastic Strength of Beam-Columns --
_g4.9.
_tDesign of Beam-Columns --
_g5.
_tFrame Stability --
_g5.1.
_tIntroduction --
_g5.2.
_tTwo-Bay Frame Examples --
_g5.3.
_tSummary --
_g5.4.
_tSelected References on Frames with Partially Restrained Joints --
_g6.
_tLateral-Torsional Buckling --
_g6.1.
_tIntroduction --
_g6.2.
_tBasic Case: Beams Subjected to Uniform Moment --
_g6.3.
_tThe Effect of Boundary Conditions --
_g6.4.
_tThe Effect of Loading Conditions --
_g6.5.
_tLateral-Torsional Buckling of Singly-Symmetric Cross-Sections --
_g6.6.
_tBeam-Columns and Columns --
_g6.7.
_tInelastic Lateral-Torsional Buckling --
_g6.8.
_tSummary --
_g7.
_tBracing --
_g7.1.
_tIntroduction --
_g7.2.
_tDiscrete Bracing --
_g7.3.
_tRelative Bracing --
_g7.4.
_tLean-on Bracing --
_g7.5.
_tEffects of Imperfections --
_g7.6.
_tColumn Bracing Provisions --
_g7.7.
_tBeam Bracing --
_g7.8.
_tAISC Design Provisions for Beam Bracing --
_g7.9.
_tSummary --
_g8.
_tSpecification-Based Applications of Stability in Steel Design --
_g8.1.
_tIntroduction --
_g8.2.
_tDevelopment of the Beam-Column Interaction Equations --
_g8.3.
_tAssessment of Column Strength --
_g8.4.
_tAssessment of Beam Strength --
_g8.5.
_tSpecification-Based Approaches for Stability Assessment --
_g8.6.
_tEffective Length Factors, K-factors --
_g8.7.
_tDesign Assessment by Two Approaches --
_g8.8.
_tFrame Design Requirements in Canada and Europe --
_g8.9.
_tSummary.
520 _a"Practical guide to structural stability theory for the design of safe steel structures Not only does this book provide readers with a solid foundation in structural stability theory, it also offers them a practical, working knowledge of how this theory translates into design specifications for safe steel structures. Structural Stability of Steel features detailed discussions of the elastic and inelastic stability of steel columns, beams, beam-columns, and frames alongside numerous worked examples. For each type of structural member or system, the authors set forth recommended design rules with clear explanations of how they were derived."--Publisher's website.
588 _aMachine converted from AACR2 source record.
650 0 _aBuilding, Iron and steel
_9349343
650 0 _aStructural stability
_9324584
700 1 _aSurovek, Andrea Eden,
_d1965-
_eauthor.
_9252465
856 4 2 _3Contributor biographical information
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