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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 | ||
| ||
Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand
| Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand |
| Autore | Jaspart Jean-Pierre |
| Pubbl/distr/stampa | Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 |
| Descrizione fisica | 1 online resource (xxii, 388 pages) : illustrations |
| Disciplina | 672.5 |
| Collana | ECCS Eurocode Design Manuals |
| Soggetto topico | Building, Iron and steel - Joints |
| ISBN |
1-5231-1514-9
3-433-60479-7 3-433-60478-9 3-433-60476-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910134861803321 |
|
Jaspart Jean-Pierre
|
||
| Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand
| Design of joints in steel and composite structures : Eurocode 3: design of steel structures, Part 1-8-Design of joints, Eurocode 4: design of composite steel and concrete structures, Part 1-1-General rules and rules for buildings / / Jean-Pierre Jaspart, Klaus Weynand |
| Autore | Jaspart Jean-Pierre |
| Pubbl/distr/stampa | Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 |
| Descrizione fisica | 1 online resource (xxii, 388 pages) : illustrations |
| Disciplina | 672.5 |
| Collana | ECCS Eurocode Design Manuals |
| Soggetto topico | Building, Iron and steel - Joints |
| ISBN |
1-5231-1514-9
3-433-60479-7 3-433-60478-9 3-433-60476-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910830583103321 |
|
Jaspart Jean-Pierre
|
||
| Berlin, [Germany] : , : Ernst & Sohn : , : ECCS - European Convention for Constructional Steelwork, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva, Rui Simões, Helena Gervásio
| Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
| Autore | Silva Luis Simões da |
| Pubbl/distr/stampa | Berlin, Germany : , : ECCS - European Convention for Constructional Steelwork, , 2013 |
| Descrizione fisica | 1 online resource (456 p.) |
| Disciplina | 624.182 |
| Altri autori (Persone) |
SimõesRui
GervásioHelena |
| Soggetto topico |
Steel, Structural - Standards - Europe
Building, Iron and steel - Standards - Europe |
| ISBN |
3-433-60768-0
3-433-60425-8 3-433-60422-3 3-433-60424-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Title Page; Table of Contents; Foreword; Preface; Chapter 1: INTRODUCTION; 1.1. General Observations; 1.2. Codes of Practice and Normalization; 1.2.1. Introduction; 1.2.2. Eurocode 3; 1.2.3. Other standards; 1.3. Basis of Design; 1.3.1. Basic concepts; 1.3.2. Reliability management; 1.3.3. Basic variables; 1.3.3.1. Introduction; 1.3.3.2. Actions and environmental influences; 1.3.3.3. Material properties; 1.3.3.4. Geometrical data; 1.3.4. Ultimate limit states; 1.3.5. Serviceability limit states; 1.3.6. Durability; 1.3.7. Sustainability; 1.4. Materials; 1.4.1. Material specification
1.4.2. Mechanical properties1.4.3. Toughness and through thickness properties; 1.4.4. Fatigue properties; 1.4.5. Corrosion resistance; 1.5. Geometric Characteristics and Tolerances; Chapter 2: STRUCTURAL ANALYSIS; 2.1. Introduction; 2.2. Structural Modelling; 2.2.1. Introduction; 2.2.2. Choice of member axis; 2.2.3. Influence of eccentricities and supports; 2.2.4. Non-prismatic members and members with curved axis; 2.2.5. Influence of joints; 2.2.6. Combining beam elements together with two and three dimensional elements; 2.2.7. Worked examples; 2.3. Global Analysis of Steel Structures 2.3.1. Introduction2.3.2. Structural stability of frames; 2.3.2.1. Introduction; 2.3.2.2. Elastic critical load; 2.3.2.3. 2nd order analysis; 2.3.3. Imperfections; 2.3.4. Worked example; 2.4. Classification of Cross Sections; Chapter 3: DESIGN OF MEMBERS; 3.1. Introduction; 3.1.1. General; 3.1.2. Resistance of cross sections; 3.1.2.1. General criteria; 3.1.2.2. Section properties; 3.1.3. Buckling resistance of members; 3.2. Tension; 3.2.1. Behaviour in tension; 3.2.2. Design for tensile force; 3.2.3. Worked examples; 3.3. Laterally Restrained Beams; 3.3.1. Introduction 3.3.2. Design for bending3.3.2.1. Elastic and plastic bending moment resistance; 3.3.2.2. Uniaxial bending; 3.3.2.3. Bi-axial bending; 3.3.2.4. Net area in bending; 3.3.3. Design for shear; 3.3.4. Design for combined shear and bending; 3.3.5. Worked examples; 3.4. Torsion; 3.4.1. Theoretical background; 3.4.1.1. Introduction; 3.4.1.2. Uniform torsion; 3.4.1.3. Non-uniform torsion; 3.4.1.4. Cross section resistance in torsion; 3.4.2. Design for torsion; 3.4.3. Worked examples; 3.5. Compression; 3.5.1. Theoretical background; 3.5.1.1. Introduction; 3.5.1.2. Elastic critical load 3.5.1.3. Effect of imperfections and plasticity3.5.2. Design for compression; 3.5.3. Worked examples; 3.6. Laterally Unrestrained Beams; 3.6.1. Introduction; 3.6.2. Lateral-torsional buckling; 3.6.2.1. Introduction; 3.6.2.2. Elastic critical moment; 3.6.2.3. Effect of imperfections and plasticity; 3.6.3. Lateral-torsional buckling resistance; 3.6.4. Worked examples; 3.7. Beam-Columns; 3.7.1. Introduction; 3.7.2. Cross section resistance; 3.7.2.1. Theoretical background; 3.7.2.2. Design resistance; 3.7.3. Buckling resistance; 3.7.3.1. Theoretical background; 3.7.3.2. Design resistance 3.7.4. Worked examples |
| Record Nr. | UNISA-996215653603316 |
|
Silva Luis Simões da
|
||
| Berlin, Germany : , : ECCS - European Convention for Constructional Steelwork, , 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
