Guide to stability design criteria for metal structures / edited by Ronald D. Ziemian.
Material type: TextPublisher: Hoboken, N.J. : John Wiley, [2010]Copyright date: ©2010Edition: Sixth editionDescription: xli, 1078 pages : illustrations ; 25 cmContent type:- text
- unmediated
- volume
- 0470085258
- 9780470085257
- Stability design criteria for metal structures
- 624.1821 22
- TA660.C6 G85 2010
Item type | Current library | Call number | Copy number | Status | Date due | Barcode | |
---|---|---|---|---|---|---|---|
Book | City Campus City Campus Main Collection | 624.1821 GUI (Browse shelf(Opens below)) | 1 | Available | A453388B |
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624.1821 GAL Structural stability of steel : concepts and applications for structural engineers / | 624.1821 GES Unified design of steel structures / | 624.1821 GOR Steel designers' handbook / | 624.1821 GUI Guide to stability design criteria for metal structures / | 624.1821 LAM Structural steelwork : design to limit state theory / | 624.1821 LIA Analysis and design of steel and composite structures / | 624.1821 MCC Structural steel design / |
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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