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Biblioteca

MARC Lista (tabellare)
Creation of high-strength structures and joints by setting up local material properties / / edited by Heinz Palkowski, Kai-Michael Rudolph
Creation of high-strength structures and joints by setting up local material properties / / edited by Heinz Palkowski, Kai-Michael Rudolph
Pubbl/distr/stampa Stafa-Zurich, Switzerland ; ; Enfield, New Hampshire : , : Trans Tech Publications, , [2007]
Descrizione fisica 1 online resource (141 p.)
Altri autori (Persone) PalkowskiHeinz
RudolphKai-Michael
Collana Advanced materials research
Soggetto topico Building, Iron and steel
Metals - Mechanical properties
Strength of materials
Joints (Engineering)
ISBN 3-03813-157-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Nota di contenuto Creation of High-Strength Structures and Joints by Setting up Local Material Properties; Preface; Table of Contents; Research for Creation of High-Strength Structures and Joints by Setting up Local Material Properties ; Local Strain Hardening of Sheet and Solid Forming Components during Formation of Martensite in Metastable Austenitic Steels ; Use of Bake Hardening Effects to Change Local Properties of Constructional Elements; Creation of Tailored High-Strength, Hybrid Sandwich Structures; Developments for the Production of Local Foamed Hollow Sections
Local Effects of Welding Seams with Laser-Based Joining Concepts for High-Strength Load-Transferring Structure Modules Selective Strain Hardening of Structure Components by Action Media Based Cold Massive Forming ; Development of Combined Manufacturing Technologies for High-Strength Structure Components ; Material Aligned Process Control for the Welding Technology of Locally Hardened Materials ; Three-Dimensional Optical Measurement with Locally Adapted Projection; Fatigue Life Calculation Concepts for Structures with Inhomogenous Strength Properties
Low Heat Joining - Manufacture and Fatigue of Soldered Locally Strengthened Structures Setting of Gradient Material Properties and Quality Control of High Tension 3D-Weld Joints ; Design Strategies for the Development of High Strength Coupling Elements from Requirement Optimized Composite Materials ; Keywords Index; Authors Index
Record Nr. UNINA-9910814688803321
Stafa-Zurich, Switzerland ; ; Enfield, New Hampshire : , : Trans Tech Publications, , [2007]
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui
Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others]
Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others]
Autore Silva Luis Simões da
Edizione [U.K. edition.]
Pubbl/distr/stampa [Berlin] : , : Wiley, , 2014
Descrizione fisica 1 online resource (434 p.)
Soggetto topico Structural engineering
Building, Iron and steel
Structural design
Steel, Structural
Soggetto genere / forma Electronic books.
ISBN 3-433-60648-X
3-433-60650-1
3-433-60649-8
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910131616003321
Silva Luis Simões da  
[Berlin] : , : Wiley, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others]
Design of steel structures . Eurocode 3 Design of steel structures . Part 1-1 General rules and rules for buildings / / Luís Simões da Silva [and three others]
Autore Silva Luis Simões da
Edizione [U.K. edition.]
Pubbl/distr/stampa [Berlin] : , : Wiley, , 2014
Descrizione fisica 1 online resource (434 p.)
Soggetto topico Structural engineering
Building, Iron and steel
Structural design
Steel, Structural
ISBN 3-433-60648-X
3-433-60650-1
3-433-60649-8
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910830489403321
Silva Luis Simões da  
[Berlin] : , : Wiley, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
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
Opac: Controlla la disponibilità qui