Guide to Stability Design Criteria for Metal Structures

Informationen zum Autor Ronald D. Ziemian, PhD, PE , professor of civil engineering at Bucknell University, was the recipient of the 2006 AISC Special Achievement Award and the 1992 ASCE Norman Medal for his work in advancing the use of nonlinear analysis in the stability design of steel structures. He is the coauthor of Matrix Structural Analysis, Second Edition (also from Wiley), chairs the SSRC Executive Committee and the AISC Task Committee 10 on Frame Stability, and further serves on the AISC and Aluminum Association specification committees. Klappentext The definitive guide to stability design criteria, fully updated and incorporating current researchRepresenting nearly fifty years of cooperation between Wiley and the Structural Stability Research Council, the Guide to Stability Design Criteria for Metal Structures is often described as an invaluable reference for practicing structural engineers and researchers. For generations of engineers and architects, the Guide has served as the definitive work on designing steel and aluminum structures for stability. Under the editorship of Ronald Ziemian and written by SSRC task group members who are leading experts in structural stability theory and research, this Sixth Edition brings this foundational work in line with current practice and research.The Sixth Edition incorporates a decade of progress in the field since the previous edition, with new features including:* Updated chapters on beams, beam-columns, bracing, plates, box girders, and curved girders. Significantly revised chapters on columns, plates, composite columns and structural systems, frame stability, and arches* Fully rewritten chapters on thin-walled (cold-formed) metal structural members, stability under seismic loading, and stability analysis by finite element methods* State-of-the-art coverage of many topics such as shear walls, concrete filled tubes, direct strength member design method, behavior of arches, direct analysis method, structural integrity and disproportionate collapse resistance, and inelastic seismic performance and design recommendations for various moment-resistant and braced steel framesComplete with over 350 illustrations, plus references and technical memoranda, the Guide to Stability Design Criteria for Metal Structures, Sixth Edition offers detailed guidance and background on design specifications, codes, and standards worldwide. Zusammenfassung The Guide to Stability Design Criteria for Metal Structures serves as the definitive work on designing steel for structural stability. Recently revised by a new editor chosen by SSRC, this edition includes new material on tapered columns, stainless steel, and materials used in tandem with steel such as reinforced concrete, masonry, and FRP. Inhaltsverzeichnis Preface xiii Notation and Abbreviations xv Chapter 1 Introduction 1 1.1 From the Metal Column to the Structural System 1 1.2 Scope and Summary of the Guide 2 1.3 Mechanical Properties of Structural Metals 3 1.4 Definitions 5 1.5 Postbuckling Behavior 8 1.6 Credits for the Chapters in the Sixth Edition of the SSRC Guide 9 References 11 Chapter 2 Stability Theory 12 2.1 Introduction 12 2.2 Bifurcation Buckling 13 2.3 Limit-Load Buckling 20 References 22 Chapter 3 Centrally Loaded Columns 23 3.1 Introduction 23 3.2 Column Strength 25 3.3 Influence of Imperfections 29 3.4 Influence of End Restraint 44 3.5 Strength Criteria for Steel Columns 52 3.6 Aluminum Columns 63 3.7 Stainless Steel Columns 79 3.8 Tapered Columns 85 3.9 Built-Up Columns 90 3.10 Stepped Columns 104 3.11 Guyed Towers 109 References 114 Chapter 4 Plates 128 4.1 Introduction 128 4.2 Elastic Local Buckling of Flat Plates 130 <...

List of contents

PREFACE.
 
NOTATION AND ABBREVIATIONS.
 
CHAPTER 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.
 
References.
 
CHAPTER 2 STABILITY THEORY.
 
2.1 Introduction.
 
2.2 Bifurcation Buckling.
 
2.3 Limit-Load Buckling.
 
References.
 
CHAPTER 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.
 
References.
 
CHAPTER 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.
 
References.
 
CHAPTER 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.
 
References.
 
CHAPTER 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.
 
References.
 
CHAPTER 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.
 
References.
 
CHAPTER 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.
 
References.
 
CHAPTER 9 HORIZONTALLY CURVED STEEL GIRDERS.
 
9.1 Introduction.
 
9.2 Historical Review.
 
9.3 Fabrication and Construction.
 
9.4 Analysis Methods.
 
9.5 St

Product details

• Authors: Ronald D. (Bucknell University) Ziemian, ZIEMIAN RONALD D
• Assisted by: Ronald D Ziemian (Editor), Ronald D Ziemian (Editor), Ronald D. Ziemian (Editor), Ronald D. (Bucknell University) Ziemian (Editor), Ziemian Ronald D. (Editor)
• Publisher: Wiley, John and Sons Ltd
• Languages: English
• Product format: Hardback
• Released: 05.03.2010
• EAN: 9780470085257
• ISBN: 978-0-470-08525-7
• No. of pages: 1120
• Subjects: Natural sciences, medicine, IT, technology > Technology > Structural and environmental engineering; Stahlbau, Hochbau, Tragwerk, Tragwerke, Materialwissenschaften, Materials science, Bauingenieur- u. Bauwesen, Civil Engineering & Construction, Stahlhochbau u. Brückenbau, Structures, Steel Construction & Bridge Engineering, Metals & Alloys, Metalle u. Legierungen