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Cold-formed tubular members and connections : structural behaviour and design / / Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock
| Cold-formed tubular members and connections : structural behaviour and design / / Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock |
| Autore | Zhao Xiao-Ling |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Amsterdam ; ; Boston, : Elsevier, 2005 |
| Descrizione fisica | 1 online resource (255 p.) |
| Disciplina | 624.1/772 |
| Altri autori (Persone) |
HancockGregory J
WilkinsonTim |
| Soggetto topico |
Steel - Cold working
Steel, Structural Tubular steel structures |
| ISBN |
1-281-03681-1
9786611036812 0-08-052933-X |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Front Cover; Cold-Formed Tubular Members and Connections: Structural Behaviour and Design; Copyright Page; Table of Contents; Preface; Notation; Chapter 1. Introduction; 1.1 Application of Cold-Formed Tubular Sections; 1.2 International Standards; 1.3 Layout of the Book; 1.4 References; Chapter 2. Cold-Formed Tubular Sections; 2.1 Manufacturing Processes; 2.2 Manufacturing Tolerances; 2.3 Material Properties; 2.4 Special Characteristics; 2.5 Limit States Design; 2.6 References; Chapter 3. Members Subjected to Bending; 3.1 Introduction; 3.2 Local Buckling and Section Capacity
3.3 Flexural-Torsional Buckling and Member Capacity3.4 References; Chapter 4. Members Subjected to Compression; 4.1 General; 4.2 Section Capacity; 4.3 Member Capacity; 4.4 References; Chapter 5. Members Subjected to Bending and Compression; 5.1 Introduction; 5.2 Second Order Effects; 5.3 Local Buckling and Section Capacity; 5.4 Member Buckling and Member Capacity; 5.5 References; Chapter 6. Members Subjected to Concentrated Forces; 6.1 General; 6.2 Concentrated Forces Applied through a Welded Brace; 6.3 Concentrated Forces Applied through a Bearing Plate; 6.4 References Chapter 7. Tension Members and Welds in Thin Cold-Formed Tubes7.1 Tension Members; 7.2 Characteristics of Welds in Thin Cold-Formed Tubes; 7.3 Butt Welds; 7.4 Longitudinal Fillet Welds; 7.5 Transverse Fillet Welds; 7.6 References; Chapter 8. Welded Connections Subjected to Fatigue Loading; 8.1 General; 8.2 Classification Method; 8.3 Hollow Sections and Simple Connections; 8.4 Lattice Girder Joints; 8.5 Examples; 8.6 References; Chapter 9. Recent Developments; 9.1 Effect of Concrete-Filling and Large Deformation Cyclic Loading; 9.2 Fatigue Design using the Hot Spot Stress Method 9.3 Bolted Moment End Plate Connections9.4 Plastic Design of Portal Frames; 9.5 Other Recent Developments; 9.6 References; Subject Index |
| Record Nr. | UNINA-9911006690703321 |
Zhao Xiao-Ling
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| Amsterdam ; ; Boston, : Elsevier, 2005 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Reliability-based design of utility pole structures / / prepared by Reliability-Based Design Committee of the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Habib J. Dagher
| Reliability-based design of utility pole structures / / prepared by Reliability-Based Design Committee of the Structural Engineering Institute (SEI) of the American Society of Civil Engineers ; edited by Habib J. Dagher |
| Pubbl/distr/stampa | Reston, VA, : American Society of Civil Engineers, c2006 |
| Descrizione fisica | 1 online resource (119 p.) |
| Disciplina | 624.1/772 |
| Altri autori (Persone) | DagherHabib Joseph |
| Collana | ASCE manuals and reports on engineering practice |
| Soggetto topico |
Structural engineering
Engineering |
| ISBN | 0-7844-7149-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction; Reliability-Based Design Methodology; Loads; Strength of Single Pole Utility Structures; Design Examples; Examples for Chapter 4: Assessing Nominal Value ( R; References; Notation and SI Conversion Factors; Index |
| Record Nr. | UNINA-9911004857603321 |
| Reston, VA, : American Society of Civil Engineers, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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Semi-rigid connections handbook / / edited by Wai-Fah Chen, Norimitsu Kishi, Masato Komuro
| Semi-rigid connections handbook / / edited by Wai-Fah Chen, Norimitsu Kishi, Masato Komuro |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | Ft. Lauderdale, Fla., : J. Ross Pub., c2011 |
| Descrizione fisica | 1 online resource (1263 p.) |
| Disciplina | 624.1/772 |
| Altri autori (Persone) |
ChenWai-Fah <1936->
KishiNorimitsu <1949-> KomuroMasato <1969-> |
| Collana | Civil and environmental engineering series |
| Soggetto topico |
Columns, Iron and steel
Steel framing (Building) Deformations (Mechanics) Structural dynamics |
| ISBN |
1-68015-176-2
1-60427-697-5 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
""Cover ""; ""Table of Contents ""; ""About the Editors ""; ""Chapter 1: Classification and AISC Specification""; ""Chapter 2: Effects of Semi-rigid Connections on Structural Members and Frames""; ""Chapter 3: Types of PR Connections""; ""Chapter 4: Modeling of Connections""; ""Chapter 5: Steel Connection Database""; ""Chapter 6: Advanced Analysis of Steel and Composite Semi-rigid Frames""; ""Chapter 7: Case Studies for Second-order (Direct) Analysis of Semi-rigid Frames in Hong Kong""; ""Appendix A1: Single Web Angle/Single Plate Connections""; ""Appendix A2: Double Web-Angle Connections""
""Appendix A3: Top- and Seat-angle with Double Web-angle Connections""""Appendix A4: Top- and Seat-angle Connections""; ""Appendix A5: Extended End-plate Connections""; ""Appendix A6: Flush End-plate Connections""; ""Appendix A7: Header End-plate Connections""; ""Index"" |
| Record Nr. | UNINA-9911006547703321 |
| Ft. Lauderdale, Fla., : J. Ross Pub., c2011 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
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