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050 0 0 _aTA660.C6
_bG85 2010
082 0 0 _a624.1821
_222
245 0 0 _aGuide to stability design criteria for metal structures /
_cedited by Ronald D. Ziemian.
246 3 0 _aStability design criteria for metal structures
250 _aSixth edition.
264 1 _aHoboken, N.J. :
_bJohn Wiley,
_c[2010]
264 4 _c©2010
300 _axli, 1078 pages :
_billustrations ;
_c25 cm
336 _atext
_btxt
_2rdacontent
337 _aunmediated
_bn
_2rdamedia
338 _avolume
_bnc
_2rdacarrier
504 _aIncludes bibliographical references and index.
505 0 0 _tNotation and Abbreviations --
_g1.
_tIntroduction --
_g1.1.
_tFrom the Metal Column to the Structural System --
_g1.2.
_tScope and Summary of the Guide --
_g1.3.
_tMechanical Properties of Structural Metals --
_g1.4.
_tDefinitions --
_g1.5.
_tPostbuckling Behavior --
_g1.6.
_tCredits for the Chapters in the Sixth Edition of the SSRC Guide --
_g2.
_tStability Theory --
_g2.1.
_tIntroduction --
_g2.2.
_tBifurcation Buckling --
_g2.3.
_tLimit-Load Buckling --
_g3.
_tCentrally Loaded Columns --
_g3.1.
_tIntroduction --
_g3.2.
_tColumn Strength --
_g3.3.
_tInfluence of Imperfections --
_g3.4.
_tInfluence of End Restraint --
_g3.5.
_tStrength Criteria for Steel Columns --
_g3.6.
_tAluminum Columns --
_g3.7.
_tStainless Steel Columns --
_g3.8.
_tTapered Columns --
_g3.9.
_tBuilt-Up Columns --
_g3.10.
_tStepped Columns --
_g3.11.
_tGuyed Towers --
_g4.
_tPlates --
_g4.1.
_tIntroduction --
_g4.2.
_tElastic Local Buckling of Flat Plates --
_g4.3.
_tInelastic Buckling, Postbuckling, and Strength of Flat Plates --
_g4.4.
_tBuckling, Postbuckling, and Strength of Stiffened Plates --
_g4.5.
_tBuckling of Orthotropic Plates --
_g4.6.
_tInteraction between Plate Elements --
_g5.
_tBeams --
_g5.1.
_tIntroduction --
_g5.2.
_tElastic Lateral-Torsional Buckling, Prismatic I-Section Members --
_g5.3.
_tFundamental Comparison of Design Standards, Prismatic I-Section Members --
_g5.4.
_tStepped, Variable Web Depth and Other Nonprismatic I-Section Members --
_g5.5.
_tContinuous-Span Composite I-Section Members --
_g5.6.
_tBeams with Other Cross-Sectional Types --
_g5.7.
_tDesign for Inelastic Deformation Capacity --
_g5.8.
_tConcluding Remarks --
_g6.
_tPlate Girders --
_g6.1.
_tIntroduction --
_g6.2.
_tPreliminary Sizing --
_g6.3.
_tWeb Buckling as a Basis for Design --
_g6.4.
_tShear Strength of Plate Girders --
_g6.5.
_tGirders with No Intermediate Stiffeners --
_g6.6.
_tSteel Plate Shear Walls --
_g6.7.
_tBending Strength of Plate Girders --
_g6.8.
_tCombined Bending and Shear --
_g6.9.
_tPlate Girders with Longitudinal Stiffeners --
_g6.10.
_tEnd Panels --
_g6.11.
_tDesign of Stiffeners --
_g6.12.
_tPanels under Edge Loading --
_g6.13.
_tFatigue --
_g6.14.
_tDesign Principles and Philosophies --
_g6.15.
_tGirders with Corrugated Webs --
_g6.16.
_tResearch Needs --
_g7.
_tBox Girders --
_g7.1.
_tIntroduction --
_g7.2.
_tBases of Design --
_g7.3.
_tBuckling of Wide Flanges --
_g7.4.
_tBending Strength of Box Girders --
_g7.5.
_tNominal Shear Strength of Box Girders --
_g7.6.
_tStrength of Box Girders under Combined Bending, Compression, and Shear --
_g7.7.
_tInfluence of Torsion on Strength of Box Girders --
_g7.8.
_tDiaphragms --
_g7.9.
_tTop-Flange Lateral Bracing of Quasi-Closed Sections --
_g7.10.
_tResearch Needs --
_g8.
_tBeam-Columns --
_g8.1.
_tIntroduction --
_g8.2.
_tStrength of Beam-Columns --
_g8.3.
_tUniaxial Bending: In-Plane Strength --
_g8.4.
_tUniaxial Bending: Lateral-Torsional Buckling --
_g8.5.
_tEquivalent Uniform Moment Factor --
_g8.6.
_tBiaxial Bending --
_g8.7.
_tSpecial Topics --
_g9.
_tHorizontally Curved Steel Girders --
_g9.1.
_tIntroduction --
_g9.2.
_tHistorical Review --
_g9.3.
_tFabrication and Construction --
_g9.4.
_tAnalysis Methods --
_g9.5.
_tStability of Curved I-Girders --
_g9.6.
_tStability of Curved Box Girders --
_g9.7.
_tConcluding Remarks --
_g10.
_tComposite Columns and Structural Systems --
_g10.1.
_tIntroduction --
_g10.2.
_tU.S.-Japan Research Program --
_g10.3.
_tCross-Sectional Strength of Composite Sections --
_g10.4.
_tOther Considerations for Cross-Sectional Strength --
_g10.5.
_tLength Effects --
_g10.6.
_tForce Transfer between Concrete and Steel --
_g10.7.
_tDesign Approaches --
_g10.8.
_tStructural Systems and Connections for Composite and Hybrid Structures --
_g10.9.
_tSummary --
_g11.
_tStability of Angle Members --
_g11.1.
_tIntroduction --
_g11.2.
_tReview of Experimental and Analytical Research --
_g11.3.
_tSingle-Angle Compression Members --
_g11.4.
_tCurrent Industry Practice for Hot-Rolled Single-Angle Members in the United States --
_g11.5.
_tDesign Criteria for Hot-Rolled Angle Columns in Europe, Australia, and Japan --
_g11.6.
_tDesign of Axially Loaded Cold-Formed Single Angles --
_g11.7.
_tConcluding Remarks on the Compressive Strength of Eccentrically Loaded Single-Angle Members --
_g11.8.
_tMultiple Angles in Compression --
_g11.9.
_tAngles in Flexure --
_g12.
_tBracing --
_g12.1.
_tIntroduction --
_g12.2.
_tBackground --
_g12.3.
_tSafety Factors, (φ) --
_g12.4.
_tRelative Braces for Columns or Frames --
_g12.5.
_tDiscrete Bracing Systems for Columns --
_g12.6.
_tContinuous Column Bracing --
_g12.7.
_tLean-on Systems --
_g12.8.
_tColumns Braced on One Flange --
_g12.9.
_tBeam Buckling and Bracing --
_g12.10.
_tBeam Bracing --
_g13.
_tThin-Walled Metal Construction --
_g13.1.
_tIntroduction --
_g13.2.
_tMember Stability Modes (Elastic) --
_g13.3.
_tEffective Width Member Design --
_g13.4.
_tDirect Strength Member Design --
_g13.5.
_tAdditional Design Considerations --
_g13.6.
_tStructural Assemblies --
_g13.7.
_tStainless Steel Structural Members --
_g13.8.
_tAluminum Structural Members --
_g13.9.
_tTorsional Buckling --
_g14.
_tCircular Tubes and Shells --
_g14.1.
_tIntroduction --
_g14.2.
_tDescription of Buckling Behavior --
_g14.3.
_tUnstiffened or Heavy-Ring-Stiffened Cylinders --
_g14.4.
_tGeneral Instability of Ring-Stiffened Cylinders --
_g14.5.
_tStringer- or Ring-and-Stringer-Stiffened Cylinders --
_g14.6.
_tEffects on Column Buckling --
_g14.7.
_tCylinders Subjected to Combined Loadings --
_g14.8.
_tStrength and Behavior of Damaged and Repaired Tubular Columns --
_g15.
_tMembers With Elastic Lateral Restraints --
_g15.1.
_tIntroduction --
_g15.2.
_tBuckling of the Compression Chord --
_g15.3.
_tEffect of Secondary Factors on Buckling Load --
_g15.4.
_tTop-Chord Stresses due to Bending of Floor Beams and to Initial Chord Eccentricities --
_g15.5.
_tDesign Example --
_g15.6.
_tPlate Girder with Elastically Braced Compression Flange --
_g15.7.
_tGuyed Towers --
_g16.
_tFrame Stability --
_g16.1.
_tIntroduction --
_g16.2.
_tMethods of Analysis --
_g16.3.
_tFrame Behavior --
_g16.4.
_tFrame Stability Assessment Using Second-Order Analysis --
_g16.5.
_tOverview of Current Code Provisions --
_g16.6.
_tStructural Integrity and Disproportionate Collapse Resistance --
_g16.7.
_tConcluding Remarks --
_g17.
_tArches --
_g17.1.
_tIntroduction --
_g17.2.
_tIn-Plane Stability of Arches --
_g17.3.
_tOut-of-Plane Stability of Arches --
_g17.4.
_tBraced Arches and Requirements for Bracing Systems --
_g17.5.
_tUltimate Strength of Steel Arch Bridges --
_g18.
_tDoubly Curved Shells and Shell-Like Structures --
_g18.1.
_tIntroduction --
_g18.2.
_tThe Basic Problem --
_g18.3.
_tFinite Element Method --
_g18.4.
_tDesign Codes --
_g18.5.
_tDesign Aids --
_g18.6.
_tReticulated Shells --
_g18.7.
_tDesign Trends and Research Needs --
_g19.
_tStability Under Seismic Loading --
_g19.1.
_tIntroduction --
_g19.2.
_tDesign for Local and Member Stability --
_g19.3.
_tGlobal System Stability (P-Delta Effects) --
_g20.
_tStability Analysis By the Finite Element Method --
_g20.1.
_tIntroduction --
_g20.2.
_tNonlinear Analysis --
_g20.3.
_tLinearized Eigenvalue Buckling Analysis --
_gAppendix A.
_tGeneral References on Structural Stability --
_gAppendix B.
_tTechnical Memoranda of Structural Stability Research Council --
_g1.
_tTechnical Memorandum No. 1: The Basic Column Formula --
_g2.
_tTechnical Memorandum No. 2: Notes on the Compression Testing of Metals --
_g3.
_tTechnical Memorandum No. 3: Stub-Column Test Procedure --
_g4.
_tTechnical Memorandum No. 4: Procedure for Testing Centrally Loaded Columns --
_g5.
_tTechnical Memorandum No. 5: General Principles for the Stability Design of Metal Structures --
_g6.
_tTechnical Memorandum No. 6: Determination of Residual Stresses --
_g7.
_tTechnical Memorandum No. 7: Tension Testing --
_g8.
_tTechnical Memorandum No. 8: Standard Methods and Definitions for Tests for Static Yield Stress --
_g9.
_tTechnical Memorandum No. 9: Flexural Testing --
_g10.
_tTechnical Memorandum No. 10: Statistical Evaluation of Test Data for Limit States Design --
_gAppendix C.
_tStructural Stability Research Council.
588 _aMachine converted from AACR2 source record.
650 0 _aColumns.
_9315696
650 0 _aGirders.
_9318416
700 1 _aZiemian, Ronald D.,
_eeditor.
_91079293
907 _a.b1171864x
_b21-07-21
_c27-10-15
942 _cB
945 _a624.1821 GUI
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