Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Assessment of EC8provisions for seismic design of steel structures : Raffaele Landolfo / Technical committee 13 saismic design 2013
| Assessment of EC8provisions for seismic design of steel structures : Raffaele Landolfo / Technical committee 13 saismic design 2013 |
| Autore | Landolfo, Raffaele |
| Pubbl/distr/stampa | Brussels : ECCS, 2013 |
| Descrizione fisica | XI, 62 p. : ill. ; 30 cm |
| ISBN | 9789291471126 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-990009843670403321 |
Landolfo, Raffaele
|
||
| Brussels : ECCS, 2013 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of plated structures : eurocode 3: design of steel structures : Part 1-5 design of plated structures / / Darko Beg [and three others]
| Design of plated structures : eurocode 3: design of steel structures : Part 1-5 design of plated structures / / Darko Beg [and three others] |
| Autore | Beg Darko |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Wilhelm Ernst & Sohn Verlag, , [2010] |
| Descrizione fisica | 1 online resource (291 p.) |
| Disciplina | 624.1821 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico | Building, Iron and steel |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60115-1
1-283-43209-9 9786613432094 1-62198-008-1 3-433-60114-3 3-433-60117-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table Of Contents; Foreword; Preface; Symbols; Chapter 1: Introduction; 1.1 Plate Buckling In Steel Structures; 1.2 Purpose Of This Book; 1.3 Structure Of This Book; Chapter 2: Overview Of Design Rules; 2.1 Introduction; 2.2 Basis Of Design And Modelling; 2.2.1 General; 2.2.2 Effective width models for global analysis; 2.2.3 Uniform and non-uniform members; 2.2.4 Reduced stress method; 2.3 Shear Lag In Member Design; 2.3.1 Phenomenon; 2.3.2 Shear lag in global analysis (calculation of internal forces and moments)
2.3.3 Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS)2.3.4 Elastoplastic shear lag in section analysis (calculation of stresses at ULS); 2.3.5 Interaction between shear lag and plate buckling at ULS; 2.3.6 Design examples; 2.4 Plate Buckling Effects Due To Direct Stresses (Including Annexes A And E Where Applicable); 2.4.1 Introduction; 2.4.2 Effective width method; 2.4.2.1 General requirements; 2.4.2.2 Principles of effective width calculation; 2.4.2.3 Hybrid girders; 2.4.2.4 Plate-like and column-like buckling; 2.4.3 Plate-like buckling 2.4.3.1 Unstiffened plates2.4.3.2 Longitudinally stiffened plates; 2.4.4 Column-like buckling; 2.4.4.1 Unstiffened plates; 2.4.4.2 Longitudinally stiffened plates; 2.4.5 Interpolation between plate-like and column-like buckling; 2.4.6 Verification of the cross section resistance in ultimate limit states; 2.4.7 Verification of plated structural elements in the serviceability limit states; 2.4.8 Design examples; 2.5 Resistance To Shear (Including Annex A Where Applicable); 2.5.1 Collapse behaviour; 2.5.2 Design according to section 5, EN 1993-1-5; 2.5.3 Design example 2.6 Resistance To Transverse Loading2.6.1 Collapse behaviour; 2.6.2 Design according to section 6, EN 1993-1-5; 2.6.3 Design examples; 2.7 Interaction; 2.7.1 Interaction between bending moment and shear force in a web panel; 2.7.2 Interaction between axial force, bending moment and shear force in a web panel; 2.7.3 Interaction between axial force, bending moment and shear force in a flange panel; 2.7.4 Interaction between axial force, bending moment and transverse force; 2.7.5 Interaction between shear force and transverse force in a web panel; 2.7.6 Design example 2.8 Flange Induced Buckling2.9 Stiffeners And Detailing; 2.9.1 Introduction; 2.9.2 Transverse stiffeners; 2.9.2.1 Direct stresses; 2.9.2.2 Shear; 2.9.2.3 Simultaneous action of direct stresses and shear; 2.9.2.4 Introduction of reaction forces and other large transverse forces; 2.9.3 Longitudinal stiffeners; 2.9.3.1 Direct stresses; 2.9.3.2 Shear; 2.9.4 Torsional buckling of stiffeners; 2.9.5 Structural detailing related to plate buckling; 2.9.5.1 Transverse welds in the plate; 2.9.5.2 Cut-outs in stiffeners; 2.9.5.3 Welds; 2.9.6 Design examples 2.10 Reduced Stress Method (Including Annexes A And B Where Applicable) |
| Record Nr. | UNINA-9910139671903321 |
|
Beg Darko
|
||
| Berlin : , : ECCS : , : Wilhelm Ernst & Sohn Verlag, , [2010] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of plated structures : eurocode 3: design of steel structures : Part 1-5 design of plated structures / / Darko Beg [and three others]
| Design of plated structures : eurocode 3: design of steel structures : Part 1-5 design of plated structures / / Darko Beg [and three others] |
| Autore | Beg Darko |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Wilhelm Ernst & Sohn Verlag, , [2010] |
| Descrizione fisica | 1 online resource (291 p.) |
| Disciplina | 624.1821 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico | Building, Iron and steel |
| ISBN |
3-433-60115-1
1-283-43209-9 9786613432094 1-62198-008-1 3-433-60114-3 3-433-60117-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table Of Contents; Foreword; Preface; Symbols; Chapter 1: Introduction; 1.1 Plate Buckling In Steel Structures; 1.2 Purpose Of This Book; 1.3 Structure Of This Book; Chapter 2: Overview Of Design Rules; 2.1 Introduction; 2.2 Basis Of Design And Modelling; 2.2.1 General; 2.2.2 Effective width models for global analysis; 2.2.3 Uniform and non-uniform members; 2.2.4 Reduced stress method; 2.3 Shear Lag In Member Design; 2.3.1 Phenomenon; 2.3.2 Shear lag in global analysis (calculation of internal forces and moments)
2.3.3 Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS)2.3.4 Elastoplastic shear lag in section analysis (calculation of stresses at ULS); 2.3.5 Interaction between shear lag and plate buckling at ULS; 2.3.6 Design examples; 2.4 Plate Buckling Effects Due To Direct Stresses (Including Annexes A And E Where Applicable); 2.4.1 Introduction; 2.4.2 Effective width method; 2.4.2.1 General requirements; 2.4.2.2 Principles of effective width calculation; 2.4.2.3 Hybrid girders; 2.4.2.4 Plate-like and column-like buckling; 2.4.3 Plate-like buckling 2.4.3.1 Unstiffened plates2.4.3.2 Longitudinally stiffened plates; 2.4.4 Column-like buckling; 2.4.4.1 Unstiffened plates; 2.4.4.2 Longitudinally stiffened plates; 2.4.5 Interpolation between plate-like and column-like buckling; 2.4.6 Verification of the cross section resistance in ultimate limit states; 2.4.7 Verification of plated structural elements in the serviceability limit states; 2.4.8 Design examples; 2.5 Resistance To Shear (Including Annex A Where Applicable); 2.5.1 Collapse behaviour; 2.5.2 Design according to section 5, EN 1993-1-5; 2.5.3 Design example 2.6 Resistance To Transverse Loading2.6.1 Collapse behaviour; 2.6.2 Design according to section 6, EN 1993-1-5; 2.6.3 Design examples; 2.7 Interaction; 2.7.1 Interaction between bending moment and shear force in a web panel; 2.7.2 Interaction between axial force, bending moment and shear force in a web panel; 2.7.3 Interaction between axial force, bending moment and shear force in a flange panel; 2.7.4 Interaction between axial force, bending moment and transverse force; 2.7.5 Interaction between shear force and transverse force in a web panel; 2.7.6 Design example 2.8 Flange Induced Buckling2.9 Stiffeners And Detailing; 2.9.1 Introduction; 2.9.2 Transverse stiffeners; 2.9.2.1 Direct stresses; 2.9.2.2 Shear; 2.9.2.3 Simultaneous action of direct stresses and shear; 2.9.2.4 Introduction of reaction forces and other large transverse forces; 2.9.3 Longitudinal stiffeners; 2.9.3.1 Direct stresses; 2.9.3.2 Shear; 2.9.4 Torsional buckling of stiffeners; 2.9.5 Structural detailing related to plate buckling; 2.9.5.1 Transverse welds in the plate; 2.9.5.2 Cut-outs in stiffeners; 2.9.5.3 Welds; 2.9.6 Design examples 2.10 Reduced Stress Method (Including Annexes A And B Where Applicable) |
| Record Nr. | UNISA-996217897003316 |
|
Beg Darko
|
||
| Berlin : , : ECCS : , : Wilhelm Ernst & Sohn Verlag, , [2010] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Design of plated structures : eurocode 3: design of steel structures : Part 1-5 design of plated structures / / Darko Beg [and three others]
| Design of plated structures : eurocode 3: design of steel structures : Part 1-5 design of plated structures / / Darko Beg [and three others] |
| Autore | Beg Darko |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Wilhelm Ernst & Sohn Verlag, , [2010] |
| Descrizione fisica | 1 online resource (291 p.) |
| Disciplina | 624.1821 |
| Collana | ECCS Eurocode design manuals |
| Soggetto topico | Building, Iron and steel |
| ISBN |
3-433-60115-1
1-283-43209-9 9786613432094 1-62198-008-1 3-433-60114-3 3-433-60117-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title Page; Table Of Contents; Foreword; Preface; Symbols; Chapter 1: Introduction; 1.1 Plate Buckling In Steel Structures; 1.2 Purpose Of This Book; 1.3 Structure Of This Book; Chapter 2: Overview Of Design Rules; 2.1 Introduction; 2.2 Basis Of Design And Modelling; 2.2.1 General; 2.2.2 Effective width models for global analysis; 2.2.3 Uniform and non-uniform members; 2.2.4 Reduced stress method; 2.3 Shear Lag In Member Design; 2.3.1 Phenomenon; 2.3.2 Shear lag in global analysis (calculation of internal forces and moments)
2.3.3 Elastic shear lag in section analysis (calculation of stresses at SLS and fatigue ULS)2.3.4 Elastoplastic shear lag in section analysis (calculation of stresses at ULS); 2.3.5 Interaction between shear lag and plate buckling at ULS; 2.3.6 Design examples; 2.4 Plate Buckling Effects Due To Direct Stresses (Including Annexes A And E Where Applicable); 2.4.1 Introduction; 2.4.2 Effective width method; 2.4.2.1 General requirements; 2.4.2.2 Principles of effective width calculation; 2.4.2.3 Hybrid girders; 2.4.2.4 Plate-like and column-like buckling; 2.4.3 Plate-like buckling 2.4.3.1 Unstiffened plates2.4.3.2 Longitudinally stiffened plates; 2.4.4 Column-like buckling; 2.4.4.1 Unstiffened plates; 2.4.4.2 Longitudinally stiffened plates; 2.4.5 Interpolation between plate-like and column-like buckling; 2.4.6 Verification of the cross section resistance in ultimate limit states; 2.4.7 Verification of plated structural elements in the serviceability limit states; 2.4.8 Design examples; 2.5 Resistance To Shear (Including Annex A Where Applicable); 2.5.1 Collapse behaviour; 2.5.2 Design according to section 5, EN 1993-1-5; 2.5.3 Design example 2.6 Resistance To Transverse Loading2.6.1 Collapse behaviour; 2.6.2 Design according to section 6, EN 1993-1-5; 2.6.3 Design examples; 2.7 Interaction; 2.7.1 Interaction between bending moment and shear force in a web panel; 2.7.2 Interaction between axial force, bending moment and shear force in a web panel; 2.7.3 Interaction between axial force, bending moment and shear force in a flange panel; 2.7.4 Interaction between axial force, bending moment and transverse force; 2.7.5 Interaction between shear force and transverse force in a web panel; 2.7.6 Design example 2.8 Flange Induced Buckling2.9 Stiffeners And Detailing; 2.9.1 Introduction; 2.9.2 Transverse stiffeners; 2.9.2.1 Direct stresses; 2.9.2.2 Shear; 2.9.2.3 Simultaneous action of direct stresses and shear; 2.9.2.4 Introduction of reaction forces and other large transverse forces; 2.9.3 Longitudinal stiffeners; 2.9.3.1 Direct stresses; 2.9.3.2 Shear; 2.9.4 Torsional buckling of stiffeners; 2.9.5 Structural detailing related to plate buckling; 2.9.5.1 Transverse welds in the plate; 2.9.5.2 Cut-outs in stiffeners; 2.9.5.3 Welds; 2.9.6 Design examples 2.10 Reduced Stress Method (Including Annexes A And B Where Applicable) |
| Record Nr. | UNINA-9910829940603321 |
|
Beg Darko
|
||
| Berlin : , : ECCS : , : Wilhelm Ernst & Sohn Verlag, , [2010] | ||
| 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 / Luis Simoes da Silva, Rui Simoes, Helena Gervasio
| Design of steel structures : Eurocode 3: Design of steel structures Part 1-1 - General rules and rules for buildings / Luis Simoes da Silva, Rui Simoes, Helena Gervasio |
| Autore | Simoes da Silva, Luis |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Brussels : ECCS |
| Descrizione fisica | XVIII, 493 p. ; 24 cm |
| Altri autori (Persone) |
Simoes, Rui
Gervasio, Helena |
| Soggetto non controllato | Costruzioni metalliche |
| ISBN |
9783433031636
9789291471348 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910273859403321 |
|
Simoes da Silva, Luis
|
||
| Brussels : ECCS | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of steel structures Eurocode 3 . Part 1-1 General rules and rules for buildings : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio
| Design of steel structures Eurocode 3 . Part 1-1 General rules and rules for buildings : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
| Autore | Silva Luis Simões da |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (516 p.) |
| Disciplina | 624.1821 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-03165-7
3-433-60767-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Series Page; Title Page; Copyright; TABLE OF CONTENTS; FOREWORD; PREFACE 2nd EDITION; PREFACE 1st EDITION; 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. Sustainability1.4. MATERIALS; 1.4.1. Material specification; 1.4.2. Mechanical properties; 1.4.3. 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 examples2.3. GLOBAL ANALYSIS OF STEEL STRUCTURES; 2.3.1. Introduction; 2.3.2. 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 BEAMS3.3.1. Introduction; 3.3.2. Design for bending; 3.3.2.1. 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. Introduction3.5.1.2. Elastic critical load; 3.5.1.3. Effect of imperfections and plasticity; 3.5.2. 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. Classification of cross sections under bending and axial force; 3.7.3. Cross section resistance; 3.7.3.1. Theoretical background 3.7.3.2. Design resistance |
| Record Nr. | UNINA-9910166633903321 |
|
Silva Luis Simões da
|
||
| Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design of steel structures Eurocode 3 . Part 1-1 General rules and rules for buildings : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio
| Design of steel structures Eurocode 3 . Part 1-1 General rules and rules for buildings : design of steel structures / / Luís Simões da Silva, Rui Simões, Helena Gervásio |
| Autore | Silva Luis Simões da |
| Edizione | [2nd ed.] |
| Pubbl/distr/stampa | Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (516 p.) |
| Disciplina | 624.1821 |
| Soggetto topico |
Building, Iron and steel
Steel, Structural |
| ISBN |
3-433-03165-7
3-433-60767-2 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Series Page; Title Page; Copyright; TABLE OF CONTENTS; FOREWORD; PREFACE 2nd EDITION; PREFACE 1st EDITION; 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. Sustainability1.4. MATERIALS; 1.4.1. Material specification; 1.4.2. Mechanical properties; 1.4.3. 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 examples2.3. GLOBAL ANALYSIS OF STEEL STRUCTURES; 2.3.1. Introduction; 2.3.2. 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 BEAMS3.3.1. Introduction; 3.3.2. Design for bending; 3.3.2.1. 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. Introduction3.5.1.2. Elastic critical load; 3.5.1.3. Effect of imperfections and plasticity; 3.5.2. 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. Classification of cross sections under bending and axial force; 3.7.3. Cross section resistance; 3.7.3.1. Theoretical background 3.7.3.2. Design resistance |
| Record Nr. | UNINA-9910830092203321 |
|
Silva Luis Simões da
|
||
| Berlin, [Germany] : , : ECCS : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
European recommendations for steel construction / European Convention for Constructional Steelwork
| European recommendations for steel construction / European Convention for Constructional Steelwork |
| Autore | European Convention for Constructional Steelwork |
| Pubbl/distr/stampa | Milano : ECCS, 1978 |
| Soggetto non controllato |
Costruzioni miste
Costruzioni e materiali metallici |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-990000583190403321 |
| European Convention for Constructional Steelwork | ||
| Milano : ECCS, 1978 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fire design of steel structures : Eurocode 1 : actions on structures, part 1-2 : General actions - Actions on structures exposed to fire - Eurocode 3 : design of steel structures, part 1-2 : General rules - Structural fire design / / Jean-Marc Franssen, Paulo Vila Real
| Fire design of steel structures : Eurocode 1 : actions on structures, part 1-2 : General actions - Actions on structures exposed to fire - Eurocode 3 : design of steel structures, part 1-2 : General rules - Structural fire design / / Jean-Marc Franssen, Paulo Vila Real |
| Autore | Franssen Jean-Marc |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (455 p.) |
| Disciplina | 693.82 |
| Collana | ECCS eurocode design manuals |
| Soggetto topico |
Building, Fireproof - Standards
Steel, Structural - Testing Steel, Structural - Standards Building, Iron and steel - Safety measures |
| Soggetto genere / forma | Electronic books. |
| ISBN |
3-433-60159-3
3-433-60157-7 1-283-57772-0 9786613890177 1-62198-007-3 3-433-60160-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title page; Table of Contents; 1 Introduction; 1.1. Relations between different Eurocodes; 1.2. Scope of EN 1993-1-2; 1.3. Layout of the book; 2. Mechanical Loading; 2.1. General; 2.1.1. General rule; 2.1.2. Simplification 1; 2.1.3. Simplification 2; 2.1.4. Simplification 3; 2.2. Examples; 2.3. Indirect actions; 3. Thermal Action; 3.1. General; 3.2. Nominal temperature-time curves; 3.3. Parametric temperature-time curves; 3.4. Zone models; 3.5. CFD models; 3.6. Localised fires; 3.7. External members; 4. Temperature in Steel Sections; 4.1. Introduction
4.2. The heat conduction equation and its boundary conditions4.3. Advanced calculation model. Finite element solution of the heat conduction equation; 4.3.1. Temperature field using the finite element method; 4.4. Section factor; 4.5. Temperature of unprotected steelwork exposed to fire; 4.6. Temperature of protected steelwork exposed to fire; 4.7. Internal steelwork in a void protected by heat screens; 4.8. External steelwork; 4.8.1. General principles; 4.8.2. Example; 4.9. View factors in the concave part of a steel profile; 4.10. Temperature in steel members subjected to localised fires 4.10.1. Unprotected steel members4.10.2. Protected steel members; 4.11. Temperature in stainless steel members; 4.11.1. Example; 5. Mechanical Analysis; 5.1. Basic principles; 5.2. Mechanical properties of carbon steel; 5.3. Classification of cross-sections; 5.4. Fire resistance of structural members; 5.4.1. General; 5.4.2. Tension members; 5.4.3. Compression members; 5.4.4. Shear resistance; 5.4.5. Laterally restrained beams; 5.4.5.1. Uniform temperature distribution; 5.4.5.2. Non-uniform temperature distribution; 5.4.5.3. Bending and shear; 5.4.6. Laterally unrestrained beams 5.4.6.1. The elastic critical moment for lateral-torsional buckling5.4.6.2. Resistance to lateral-torsional buckling; 5.4.7. Members with Class 1, 2 or 3 cross-sections, subjected to combined bending and axial compression; 5.4.8. Members with Class 4 cross-sections; 5.4.9. Some verifications of the fire resistance not covered by EN 1993-1-2; 5.4.9.1. Shear buckling resistance for web without intermediate stiffeners; 5.4.9.2. Cross section verification of a member subjected to combined bending and axial force (compression or tension); 5.4.9.2.1. Class 1 and 2 rectangular solid sections 5.4.9.2.2. Class 1 and 2 doubly symmetrical I- and H-sections5.4.9.3. Bending, shear and axial force; 5.5. Design in the temperature domain. Critical temperature; 5.6. Design of continuous beams; 5.6.1. General; 5.6.2. Continuous beams at room temperature; 5.6.3. Continuous beams under fire conditions; 5.7. Fire resistance of structural stainless steel members; 5.8. Design examples; 6. Advance Calculation Models; 6.1. General; 6.2. Thermal response model; 6.3. Mechanical response model; 7. Joints; 7.1. General; 7.2. Strength of bolts and welds at elevated temperature 7.3. Temperature of joints in fire |
| Record Nr. | UNINA-9910141251203321 |
|
Franssen Jean-Marc
|
||
| Berlin : , : ECCS : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Fire design of steel structures : Eurocode 1 : actions on structures, part 1-2 : General actions - Actions on structures exposed to fire - Eurocode 3 : design of steel structures, part 1-2 : General rules - Structural fire design / / Jean-Marc Franssen, Paulo Vila Real
| Fire design of steel structures : Eurocode 1 : actions on structures, part 1-2 : General actions - Actions on structures exposed to fire - Eurocode 3 : design of steel structures, part 1-2 : General rules - Structural fire design / / Jean-Marc Franssen, Paulo Vila Real |
| Autore | Franssen Jean-Marc |
| Edizione | [First edition.] |
| Pubbl/distr/stampa | Berlin : , : ECCS : , : Ernst & Sohn, , 2010 |
| Descrizione fisica | 1 online resource (455 p.) |
| Disciplina | 693.82 |
| Collana | ECCS eurocode design manuals |
| Soggetto topico |
Building, Fireproof - Standards
Steel, Structural - Testing Steel, Structural - Standards Building, Iron and steel - Safety measures |
| ISBN |
3-433-60159-3
3-433-60157-7 1-283-57772-0 9786613890177 1-62198-007-3 3-433-60160-7 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Title page; Table of Contents; 1 Introduction; 1.1. Relations between different Eurocodes; 1.2. Scope of EN 1993-1-2; 1.3. Layout of the book; 2. Mechanical Loading; 2.1. General; 2.1.1. General rule; 2.1.2. Simplification 1; 2.1.3. Simplification 2; 2.1.4. Simplification 3; 2.2. Examples; 2.3. Indirect actions; 3. Thermal Action; 3.1. General; 3.2. Nominal temperature-time curves; 3.3. Parametric temperature-time curves; 3.4. Zone models; 3.5. CFD models; 3.6. Localised fires; 3.7. External members; 4. Temperature in Steel Sections; 4.1. Introduction
4.2. The heat conduction equation and its boundary conditions4.3. Advanced calculation model. Finite element solution of the heat conduction equation; 4.3.1. Temperature field using the finite element method; 4.4. Section factor; 4.5. Temperature of unprotected steelwork exposed to fire; 4.6. Temperature of protected steelwork exposed to fire; 4.7. Internal steelwork in a void protected by heat screens; 4.8. External steelwork; 4.8.1. General principles; 4.8.2. Example; 4.9. View factors in the concave part of a steel profile; 4.10. Temperature in steel members subjected to localised fires 4.10.1. Unprotected steel members4.10.2. Protected steel members; 4.11. Temperature in stainless steel members; 4.11.1. Example; 5. Mechanical Analysis; 5.1. Basic principles; 5.2. Mechanical properties of carbon steel; 5.3. Classification of cross-sections; 5.4. Fire resistance of structural members; 5.4.1. General; 5.4.2. Tension members; 5.4.3. Compression members; 5.4.4. Shear resistance; 5.4.5. Laterally restrained beams; 5.4.5.1. Uniform temperature distribution; 5.4.5.2. Non-uniform temperature distribution; 5.4.5.3. Bending and shear; 5.4.6. Laterally unrestrained beams 5.4.6.1. The elastic critical moment for lateral-torsional buckling5.4.6.2. Resistance to lateral-torsional buckling; 5.4.7. Members with Class 1, 2 or 3 cross-sections, subjected to combined bending and axial compression; 5.4.8. Members with Class 4 cross-sections; 5.4.9. Some verifications of the fire resistance not covered by EN 1993-1-2; 5.4.9.1. Shear buckling resistance for web without intermediate stiffeners; 5.4.9.2. Cross section verification of a member subjected to combined bending and axial force (compression or tension); 5.4.9.2.1. Class 1 and 2 rectangular solid sections 5.4.9.2.2. Class 1 and 2 doubly symmetrical I- and H-sections5.4.9.3. Bending, shear and axial force; 5.5. Design in the temperature domain. Critical temperature; 5.6. Design of continuous beams; 5.6.1. General; 5.6.2. Continuous beams at room temperature; 5.6.3. Continuous beams under fire conditions; 5.7. Fire resistance of structural stainless steel members; 5.8. Design examples; 6. Advance Calculation Models; 6.1. General; 6.2. Thermal response model; 6.3. Mechanical response model; 7. Joints; 7.1. General; 7.2. Strength of bolts and welds at elevated temperature 7.3. Temperature of joints in fire |
| Record Nr. | UNISA-996201566203316 |
|
Franssen Jean-Marc
|
||
| Berlin : , : ECCS : , : Ernst & Sohn, , 2010 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. di Salerno | ||
| ||
Pubbl/distr/stampa
-
ECCS
(14)
- Ernst & Sohn (4)
- Wilhelm Ernst & Sohn Verlag (3)
- Wiley (2)