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Bracing cold-formed steel structures : a design guide / / sponsored by Committee on Cold-Formed Steel and the Committee on Metals of the Structural Engineering Institute of the American Society of Civil Engineers ; edited by Thomas Sputo, Jennifer L. Turner
| Bracing cold-formed steel structures : a design guide / / sponsored by Committee on Cold-Formed Steel and the Committee on Metals of the Structural Engineering Institute of the American Society of Civil Engineers ; edited by Thomas Sputo, Jennifer L. Turner |
| Pubbl/distr/stampa | Reston, Va., : American Society of Civil Engineers, c2006 |
| Descrizione fisica | 1 online resource (151 p.) |
| Disciplina | 624.1/821 |
| Altri autori (Persone) |
SputoThomas
TurnerJennifer L |
| Soggetto topico |
Building, Iron and steel
Steel, Structural Steel - Cold working |
| ISBN | 0-7844-7130-4 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | Introduction to Bracing Design; Cold-Formed Framing; Cold-Formed Steel in Metal Building Systems; Miscellaneous Cold-Formed Steel Elements and Systems; Summary; Unit Conversions; Design Examples; Lateral Bracing of Columns and Beams; Industry Resources; References; Index |
| Record Nr. | UNINA-9911006830803321 |
| Reston, Va., : American Society of Civil Engineers, c2006 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Cold-formed steel design [[electronic resource] /] / Wei-Wen Yu, Roger A. LaBoube
| Cold-formed steel design [[electronic resource] /] / Wei-Wen Yu, Roger A. LaBoube |
| Autore | Yu Wei-wen <1924-> |
| Edizione | [4th ed.] |
| Pubbl/distr/stampa | Hoboken, N.J., : Wiley, c2010 |
| Descrizione fisica | 1 online resource (515 p.) |
| Disciplina | 624.1/821 |
| Altri autori (Persone) | LaBoubeRoger A |
| Soggetto topico |
Building, Iron and steel
Sheet-steel Thin-walled structures Steel - Cold working |
| ISBN |
1-61344-878-3
0-470-91976-0 1-282-77370-4 9786612773709 0-470-94982-1 0-470-91974-4 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cold-Formed Steel Design, Fourth Edition; CONTENTS; PREFACE; Chapter 1: Introduction; Chapter 2: Materials Used in Cold-Formed Steel Construction; Chapter 3: Strength of Thin Elements and Design Criteria; Chapter 4: Flexural Members; Chapter 5: Compression Members; Chapter 6: Combined Axial Load and Bending; Chapter 7: Closed Cylindrical Tubular Members; Chapter 8: Connections; Chapter 9: Shear Diaphragms and Roof Structures; Chapter 10: Corrugated Sheets; Chapter 11: Composite Design; Chapter 12: Introduction to Stainless Steel Design; Chapter 13: Light-Frame Construction
Chapter 14: Computer-Aided DesignChapter 15: Direct-Strength Method; Appendix A: Thickness of Base Metal; Appendix B: Torsion; Appendix C: Formulas for Computing Cross-Sectional Property By; Appendix D: Definitions of Terms; Nomenclature; Acronyms and Abbreviations; Conversion Table; REFERENCES; INDEX |
| Altri titoli varianti | Cold-Formed Steel Design |
| Record Nr. | UNINA-9910785158403321 |
Yu Wei-wen <1924->
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| Hoboken, N.J., : Wiley, c2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
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 | ||
| ||
Cold-formed tubular members and connections [e-book] : structural behaviour and design / Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock
| Cold-formed tubular members and connections [e-book] : structural behaviour and design / Xiao-Ling Zhao, Tim Wilkinson, Gregory Hancock |
| Autore | Zhao, Xiao-Ling |
| Pubbl/distr/stampa | Oxford ; Boston : Elsevier, 2005 |
| Descrizione fisica | xiv, 239 p. : ill. ; 25 cm |
| Disciplina | 624.1772 |
| Altri autori (Persone) |
Wilkinson, Tim, 1970-author
Hancock, Gregory J.author |
| Soggetto topico |
Tubular steel structures
Steel - Cold working Steel, Structural |
| Soggetto genere / forma | Electronic books. |
| ISBN |
9780080441016
0080441017 |
| Formato | Risorse elettroniche  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNISALENTO-991003231409707536 |
|
Zhao, Xiao-Ling
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| Oxford ; Boston : Elsevier, 2005 | ||
| Risorse elettroniche | ||
| Lo trovi qui: Univ. del Salento | ||
| ||
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
| Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo |
| Autore | Dubina Dan |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 |
| Descrizione fisica | 1 online resource (676 p.) |
| Disciplina | 720.944 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural - Design and construction Steel - Cold working |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60227-1
3-433-60225-5 3-433-60228-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design 2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing 2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis 3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure 3.7.3.3 Plane elements with intermediate stiffeners |
| Record Nr. | UNINA-9910139010503321 |
|
Dubina Dan
|
||
| Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
| Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo |
| Autore | Dubina Dan |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 |
| Descrizione fisica | 1 online resource (676 p.) |
| Disciplina | 720.944 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural - Design and construction Steel - Cold working |
| ISBN |
3-433-60227-1
3-433-60225-5 3-433-60228-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design 2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing 2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis 3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure 3.7.3.3 Plane elements with intermediate stiffeners |
| Record Nr. | UNISA-996205824803316 |
|
Dubina Dan
|
||
| Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
| Design of cold-formed steel structures . Part 1-3 Design of cold-formed steel structures : Eurocode 3 : design of steel structures / / Dan Dubina, Viorel Ungureanu, Raffaele Landolfo |
| Autore | Dubina Dan |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 |
| Descrizione fisica | 1 online resource (676 p.) |
| Disciplina | 720.944 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural - Design and construction Steel - Cold working |
| ISBN |
3-433-60227-1
3-433-60225-5 3-433-60228-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Contents; Foreword; Preface; Chapter 1 Introduction To Cold-Formed Steel Design; 1.1 General; 1.2 Cold-formed steel sections; 1.2.1 Types of cold-formed steel sections; 1.2.2 Manufacturing; 1.2.3 Some peculiar characteristics of cold-formed steel sections; 1.3 Peculiar problems of cold-formed steel design; 1.3.1 Buckling strength of cold-formed steel members; 1.3.2 Torsional rigidity; 1.3.3 Web crippling; 1.3.4 Ductility and plastic design; 1.3.5 Connections; 1.3.6 Design assisted by testing; 1.3.7 Design standards; 1.3.7.1 North American Cold-formed Steel Specification,
1.3.7.2 Australian/New Zealand Standard - AS/NZS 4600, 2005 Edition (AS/NZS, 2005)1.3.7.3 Eurocode 3 - Design of Steel Structures, Part 1.3 - General Rules, Supplementary Rules for Cold-formed Thin Gauge Members and Sheeting; 1.3.8 Fire resistance; 1.3.9 Corrosion; 1.3.10 Sustainability of cold-formed steel construction; 1.4 Main applications of cold-formed steel; 1.4.1 Advantages of cold-formed steel in building construction; 1.4.1.1 Advantages during construction; 1.4.1.2 Advantages in service; 1.4.2 Applications; Chapter 2 Basis Of Design; 2.1 General; 2.2 Limit state design 2.3 Actions on structures. Combinations of actions 2.3.1 Verification at the Ultimate Limit State; 2.3.2 Verification at the Serviceability Limit State; 2.3.2.1 Deflections; 2.3.2.2 Dynamic effects; 2.4 Materials; 2.4.1 General; 2.4.2 Structural steel; 2.4.2.1 Material properties of base material; 2.4.2.2 Material properties of cold-formed sections and sheeting; 2.4.2.3 Thickness and thickness tolerances; 2.5 Methods of analysis and design; 2.5.1 Methods of analysis - Global frame analysis; 2.5.2 Finite Element Methods (FEM) for analysis and design; 2.5.3 Design assisted by testing 2.6 Imperfections 2.6.1 Imperfections for global analysis of frames; 2.6.2 Imperfections for analysis of bracing systems; 2.6.3 Role of imperfections in advanced numerical simulation; 2.6.3.1 Section imperfections; 2.6.3.2 Residual stresses; Chapter 3 Behaviour And Resistance Of Cross Section; 3.1 General; 3.2 Properties of gross cross section; 3.2.1 Nominal dimensions and idealisation of cross section; 3.2.2 Net geometric properties of perforated sections; 3.2.3 Dimensional limits of component walls of cold-formed steel sections; 3.2.4 Modelling of cross section component walls for analysis 3.3 Flange curling3.4 Shear lag; 3.5 Local buckling; 3.5.1 Sectional buckling modes in thin-walled sections; 3.5.2 Elastic buckling of thin plates; 3.6 Distortional buckling: analytical methods for predicting elastic distortional buckling stresses; 3.6.1 The method given in EN 1993-1-3:2006; 3.7 Design against local and distortional buckling according to EN 1993-1-3; 3.7.1 General; 3.7.2 Plane elements without stiffeners; 3.7.3 Plane elements with edge or intermediate stiffeners; 3.7.3.1 General; 3.7.3.2 Plane elements with edge stiffeners; 3.7.3.2.1 Conditions; 3.7.3.3.2 General procedure 3.7.3.3 Plane elements with intermediate stiffeners |
| Record Nr. | UNINA-9910829991503321 |
|
Dubina Dan
|
||
| Berlin, [Germany] : , : ECCS - European Convention for Constructional Steelwork, , 2012 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
