TY  - BOOK
AU  - Ziemian,Ronald D.
TI  - Guide to stability design criteria for metal structures
SN  - 0470085258
AV  - TA660.C6 G85 2010
U1  - 624.1821 22
PY  - 2010///]
CY  - Hoboken, N.J.
PB  - John Wiley
KW  - Columns
KW  - Girders
N1  - Includes bibliographical references and index; Notation and Abbreviations --; 1; Introduction --; 1.1; From the Metal Column to the Structural System --; 1.2; Scope and Summary of the Guide --; 1.3; Mechanical Properties of Structural Metals --; 1.4; Definitions --; 1.5; Postbuckling Behavior --; 1.6; Credits for the Chapters in the Sixth Edition of the SSRC Guide --; 2; Stability Theory --; 2.1; Introduction --; 2.2; Bifurcation Buckling --; 2.3; Limit-Load Buckling --; 3; Centrally Loaded Columns --; 3.1; Introduction --; 3.2; Column Strength --; 3.3; Influence of Imperfections --; 3.4; Influence of End Restraint --; 3.5; Strength Criteria for Steel Columns --; 3.6; Aluminum Columns --; 3.7; Stainless Steel Columns --; 3.8; Tapered Columns --; 3.9; Built-Up Columns --; 3.10; Stepped Columns --; 3.11; Guyed Towers --; 4; Plates --; 4.1; Introduction --; 4.2; Elastic Local Buckling of Flat Plates --; 4.3; Inelastic Buckling, Postbuckling, and Strength of Flat Plates --; 4.4; Buckling, Postbuckling, and Strength of Stiffened Plates --; 4.5; Buckling of Orthotropic Plates --; 4.6; Interaction between Plate Elements --; 5; Beams --; 5.1; Introduction --; 5.2; Elastic Lateral-Torsional Buckling, Prismatic I-Section Members --; 5.3; Fundamental Comparison of Design Standards, Prismatic I-Section Members --; 5.4; Stepped, Variable Web Depth and Other Nonprismatic I-Section Members --; 5.5; Continuous-Span Composite I-Section Members --; 5.6; Beams with Other Cross-Sectional Types --; 5.7; Design for Inelastic Deformation Capacity --; 5.8; Concluding Remarks --; 6; Plate Girders --; 6.1; Introduction --; 6.2; Preliminary Sizing --; 6.3; Web Buckling as a Basis for Design --; 6.4; Shear Strength of Plate Girders --; 6.5; Girders with No Intermediate Stiffeners --; 6.6; Steel Plate Shear Walls --; 6.7; Bending Strength of Plate Girders --; 6.8; Combined Bending and Shear --; 6.9; Plate Girders with Longitudinal Stiffeners --; 6.10; End Panels --; 6.11; Design of Stiffeners --; 6.12; Panels under Edge Loading --; 6.13; Fatigue --; 6.14; Design Principles and Philosophies --; 6.15; Girders with Corrugated Webs --; 6.16; Research Needs --; 7; Box Girders --; 7.1; Introduction --; 7.2; Bases of Design --; 7.3; Buckling of Wide Flanges --; 7.4; Bending Strength of Box Girders --; 7.5; Nominal Shear Strength of Box Girders --; 7.6; Strength of Box Girders under Combined Bending, Compression, and Shear --; 7.7; Influence of Torsion on Strength of Box Girders --; 7.8; Diaphragms --; 7.9; Top-Flange Lateral Bracing of Quasi-Closed Sections --; 7.10; Research Needs --; 8; Beam-Columns --; 8.1; Introduction --; 8.2; Strength of Beam-Columns --; 8.3; Uniaxial Bending: In-Plane Strength --; 8.4; Uniaxial Bending: Lateral-Torsional Buckling --; 8.5; Equivalent Uniform Moment Factor --; 8.6; Biaxial Bending --; 8.7; Special Topics --; 9; Horizontally Curved Steel Girders --; 9.1; Introduction --; 9.2; Historical Review --; 9.3; Fabrication and Construction --; 9.4; Analysis Methods --; 9.5; Stability of Curved I-Girders --; 9.6; Stability of Curved Box Girders --; 9.7; Concluding Remarks --; 10; Composite Columns and Structural Systems --; 10.1; Introduction --; 10.2; U.S.-Japan Research Program --; 10.3; Cross-Sectional Strength of Composite Sections --; 10.4; Other Considerations for Cross-Sectional Strength --; 10.5; Length Effects --; 10.6; Force Transfer between Concrete and Steel --; 10.7; Design Approaches --; 10.8; Structural Systems and Connections for Composite and Hybrid Structures --; 10.9; Summary --; 11; Stability of Angle Members --; 11.1; Introduction --; 11.2; Review of Experimental and Analytical Research --; 11.3; Single-Angle Compression Members --; 11.4; Current Industry Practice for Hot-Rolled Single-Angle Members in the United States --; 11.5; Design Criteria for Hot-Rolled Angle Columns in Europe, Australia, and Japan --; 11.6; Design of Axially Loaded Cold-Formed Single Angles --; 11.7; Concluding Remarks on the Compressive Strength of Eccentrically Loaded Single-Angle Members --; 11.8; Multiple Angles in Compression --; 11.9; Angles in Flexure --; 12; Bracing --; 12.1; Introduction --; 12.2; Background --; 12.3; Safety Factors, (φ) --; 12.4; Relative Braces for Columns or Frames --; 12.5; Discrete Bracing Systems for Columns --; 12.6; Continuous Column Bracing --; 12.7; Lean-on Systems --; 12.8; Columns Braced on One Flange --; 12.9; Beam Buckling and Bracing --; 12.10; Beam Bracing --; 13; Thin-Walled Metal Construction --; 13.1; Introduction --; 13.2; Member Stability Modes (Elastic) --; 13.3; Effective Width Member Design --; 13.4; Direct Strength Member Design --; 13.5; Additional Design Considerations --; 13.6; Structural Assemblies --; 13.7; Stainless Steel Structural Members --; 13.8; Aluminum Structural Members --; 13.9; Torsional Buckling --; 14; Circular Tubes and Shells --; 14.1; Introduction --; 14.2; Description of Buckling Behavior --; 14.3; Unstiffened or Heavy-Ring-Stiffened Cylinders --; 14.4; General Instability of Ring-Stiffened Cylinders --; 14.5; Stringer- or Ring-and-Stringer-Stiffened Cylinders --; 14.6; Effects on Column Buckling --; 14.7; Cylinders Subjected to Combined Loadings --; 14.8; Strength and Behavior of Damaged and Repaired Tubular Columns --; 15; Members With Elastic Lateral Restraints --; 15.1; Introduction --; 15.2; Buckling of the Compression Chord --; 15.3; Effect of Secondary Factors on Buckling Load --; 15.4; Top-Chord Stresses due to Bending of Floor Beams and to Initial Chord Eccentricities --; 15.5; Design Example --; 15.6; Plate Girder with Elastically Braced Compression Flange --; 15.7; Guyed Towers --; 16; Frame Stability --; 16.1; Introduction --; 16.2; Methods of Analysis --; 16.3; Frame Behavior --; 16.4; Frame Stability Assessment Using Second-Order Analysis --; 16.5; Overview of Current Code Provisions --; 16.6; Structural Integrity and Disproportionate Collapse Resistance --; 16.7; Concluding Remarks --; 17; Arches --; 17.1; Introduction --; 17.2; In-Plane Stability of Arches --; 17.3; Out-of-Plane Stability of Arches --; 17.4; Braced Arches and Requirements for Bracing Systems --; 17.5; Ultimate Strength of Steel Arch Bridges --; 18; Doubly Curved Shells and Shell-Like Structures --; 18.1; Introduction --; 18.2; The Basic Problem --; 18.3; Finite Element Method --; 18.4; Design Codes --; 18.5; Design Aids --; 18.6; Reticulated Shells --; 18.7; Design Trends and Research Needs --; 19; Stability Under Seismic Loading --; 19.1; Introduction --; 19.2; Design for Local and Member Stability --; 19.3; Global System Stability (P-Delta Effects) --; 20; Stability Analysis By the Finite Element Method --; 20.1; Introduction --; 20.2; Nonlinear Analysis --; 20.3; Linearized Eigenvalue Buckling Analysis --; Appendix A; General References on Structural Stability --; Appendix B; Technical Memoranda of Structural Stability Research Council --; 1; Technical Memorandum No. 1: The Basic Column Formula --; 2; Technical Memorandum No. 2: Notes on the Compression Testing of Metals --; 3; Technical Memorandum No. 3: Stub-Column Test Procedure --; 4; Technical Memorandum No. 4: Procedure for Testing Centrally Loaded Columns --; 5; Technical Memorandum No. 5: General Principles for the Stability Design of Metal Structures --; 6; Technical Memorandum No. 6: Determination of Residual Stresses --; 7; Technical Memorandum No. 7: Tension Testing --; 8; Technical Memorandum No. 8: Standard Methods and Definitions for Tests for Static Yield Stress --; 9; Technical Memorandum No. 9: Flexural Testing --; 10; Technical Memorandum No. 10: Statistical Evaluation of Test Data for Limit States Design --; Appendix C; Structural Stability Research Council
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