Guide to Stability Design Criteria for Metal Structures

Herausgeber: Ziemian, Ronald D.

• Gebundenes Buch

Produktbeschreibung

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. Sections are updated and revised with current research on monosymmetric beams, yielding, buckling, and connections, as well as a new section on international design criteria.

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The definitive guide to stability design criteria, fully updated and incorporating current research

Representing 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 frames

Complete 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.

Produktdetails

• Verlag: Wiley & Sons
• 6. Aufl.
• Seitenzahl: 1120
• Erscheinungstermin: 8. Februar 2010
• Englisch
• Abmessung: 241mm x 164mm x 60mm
• Gewicht: 1699g
• ISBN-13: 9780470085257
• ISBN-10: 0470085258
• Artikelnr.: 27870798

Autorenporträt

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.

Inhaltsangabe

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 Stability of Curved I-Girders. 9.6 Stability of
Curved Box Girders. 9.7 Concluding Remarks. References. CHAPTER 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. References. CHAPTER 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. References. CHAPTER 12 BRACING. 12.1 Introduction. 12.2
Background. 12.3 Safety Factors, Æ Factors, and Definitions. 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.
References. CHAPTER 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. References. CHAPTER
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. References. CHAPTER 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. References. CHAPTER 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. References.
CHAPTER 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.
References. CHAPTER 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. References. CHAPTER 19 STABILITY UNDER SEISMIC LOADING.
19.1 Introduction. 19.2 Design for Local and Member Stability. 19.3 Global
System Stability (P-" Effects). References. CHAPTER 20 STABILITY ANALYSIS
BY THE FINITE ELEMENT METHOD. 20.1 Introduction. 20.2 Nonlinear Analysis.
20.3 Linearized Eigenvalue Buckling Analysis. References. APPENDIX A
GENERAL REFERENCES ON STRUCTURAL STABILITY. APPENDIX B TECHNICAL MEMORANDA
OF STRUCTURAL STABILITY RESEARCH COUNCIL. B.1 Technical Memorandum No. 1:
The Basic Column Formula. B.2 Technical Memorandum No. 2: Notes on the
Compression Testing of Metals. B.3 Technical Memorandum No. 3: Stub-Column
Test Procedure. B.4 Technical Memorandum No. 4: Procedure for Testing
Centrally Loaded Columns. B.5 Technical Memorandum No. 5: General
Principles for the Stability Design of Metal Structures. B.6 Technical
Memorandum No. 6: Determination of Residual Stresses. B.7 Technical
Memorandum No. 7: Tension Testing. B.8 Technical Memorandum No. 8: Standard
Methods and Definitions for Tests for Static Yield Stress. B.9 Technical
Memorandum No. 9: Flexural Testing. B.10 Technical Memorandum No. 10:
Statistical Evaluation of Test Data for Limit States Design. References.
APPENDIX C STRUCTURAL STABILITY RESEARCH COUNCIL. NAME INDEX. SUBJECT
INDEX.