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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
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 joints in steel structures . Eurocode 3 Design of steel structures . Part 1-8 Design joints / / Jean-Pierre Jaspart, Klaus Weynand ; adapted for the UK by Graham Couchman, Ana M. Girão Coelho
Design of joints in steel structures . Eurocode 3 Design of steel structures . Part 1-8 Design joints / / Jean-Pierre Jaspart, Klaus Weynand ; adapted for the UK by Graham Couchman, Ana M. Girão Coelho
Autore Jaspart Jean-Pierre
Edizione [UK edition.]
Pubbl/distr/stampa Berlin : , : ECCS CECM EKS, , [2017]
Descrizione fisica 1 online resource (379 pages) : illustrations
Disciplina 624.1821022
Collana ECCS Eurocode design manuals
Soggetto topico Steel, Structural - Design and construction
Soggetto genere / forma Electronic books.
ISBN 1-5231-2169-6
3-433-60872-5
3-433-60873-3
3-433-60871-7
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910271008803321
Jaspart Jean-Pierre  
Berlin : , : ECCS CECM EKS, , [2017]
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Design of joints in steel structures . Eurocode 3 Design of steel structures . Part 1-8 Design joints / / Jean-Pierre Jaspart, Klaus Weynand ; adapted for the UK by Graham Couchman, Ana M. Girão Coelho
Design of joints in steel structures . Eurocode 3 Design of steel structures . Part 1-8 Design joints / / Jean-Pierre Jaspart, Klaus Weynand ; adapted for the UK by Graham Couchman, Ana M. Girão Coelho
Autore Jaspart Jean-Pierre
Edizione [UK edition.]
Pubbl/distr/stampa Berlin : , : ECCS CECM EKS, , [2017]
Descrizione fisica 1 online resource (379 pages) : illustrations
Disciplina 624.1821022
Collana ECCS Eurocode design manuals
Soggetto topico Steel, Structural - Design and construction
ISBN 1-5231-2169-6
3-433-60872-5
3-433-60873-3
3-433-60871-7
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Record Nr. UNINA-9910829843003321
Jaspart Jean-Pierre  
Berlin : , : ECCS CECM EKS, , [2017]
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Low-carbon, age-hardenable steels for use in construction : a review / / by Robert A. Weber, Bruce R. Somers, and Eric J. Kaufmann
Low-carbon, age-hardenable steels for use in construction : a review / / by Robert A. Weber, Bruce R. Somers, and Eric J. Kaufmann
Autore Weber R (Robert)
Pubbl/distr/stampa Champaign, IL : , : US Army Corps of Engineers, Construction Engineering Research Laboratories
Descrizione fisica 1 online resource (50 pages) : illustrations
Collana USACERL technical report
Soggetto topico Steel, Structural - Design and construction
Building - Research
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione eng
Altri titoli varianti Low-carbon, age-hardenable steels for use in construction
Record Nr. UNINA-9910705493403321
Weber R (Robert)  
Champaign, IL : , : US Army Corps of Engineers, Construction Engineering Research Laboratories
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Stahlbau-Kalender 2014 / / herausgegeben von Ulrike Kuhlmann
Stahlbau-Kalender 2014 / / herausgegeben von Ulrike Kuhlmann
Edizione [2nd ed.]
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2014
Descrizione fisica 1 online resource (806 p.)
Disciplina 691
Collana Stahlbau-Kalender
Soggetto topico Building, Iron and steel - Design and construction
Steel, Structural - Design and construction
Soggetto genere / forma Electronic books.
ISBN 3-433-60499-1
3-433-03062-6
3-433-60500-9
3-433-60471-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Nota di contenuto Cover; Titel; Copyright; Vorwort; Inhaltsübersicht ; Verzeichnis der Autoren und Herausgeber; Inhaltsübersicht früherer Jahrgänge; 1 Stahlbaunormen - DIN EN 1993-1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau ; 2 Stahlbaunormen - Anwendung der DIN EN 1993-1-8: Bemessung von Anschlüssen ; 3 Neue europäische Normen für den Metallleichtbau: Bemessung, Konstruktion und Ausführung von Dach und Wand; 4 Technische Baubestimmungen, Normen, Bauregellisten und Zulassungen im Stahlbau; 5 Brandschutztechnische Bemessung von Stahl- und Verbundkonstruktionen
6 Tragverhalten, Auslegung und Nachweise von Stahlbauten in Erdbebengebieten7 Auslegung von Stahlhochbauten für Anprall und Explosion ; 8 Robustheit nach DIN EN 1991-1-7; 9 Modellierung und Berechnung in der Baudynamik; 10 Bauprodukte aus Stahl im Kontext der Nachhaltigkeitsbewertung von Bauwerken; Stichwortverzeichnis
Record Nr. UNINA-9910132487803321
Berlin, Germany : , : Ernst & Sohn, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui
Stahlbau-Kalender 2014 / / herausgegeben von Ulrike Kuhlmann
Stahlbau-Kalender 2014 / / herausgegeben von Ulrike Kuhlmann
Edizione [2nd ed.]
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2014
Descrizione fisica 1 online resource (806 p.)
Disciplina 691
Collana Stahlbau-Kalender
Soggetto topico Building, Iron and steel - Design and construction
Steel, Structural - Design and construction
ISBN 3-433-60499-1
3-433-03062-6
3-433-60500-9
3-433-60471-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Nota di contenuto Cover; Titel; Copyright; Vorwort; Inhaltsübersicht ; Verzeichnis der Autoren und Herausgeber; Inhaltsübersicht früherer Jahrgänge; 1 Stahlbaunormen - DIN EN 1993-1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau ; 2 Stahlbaunormen - Anwendung der DIN EN 1993-1-8: Bemessung von Anschlüssen ; 3 Neue europäische Normen für den Metallleichtbau: Bemessung, Konstruktion und Ausführung von Dach und Wand; 4 Technische Baubestimmungen, Normen, Bauregellisten und Zulassungen im Stahlbau; 5 Brandschutztechnische Bemessung von Stahl- und Verbundkonstruktionen
6 Tragverhalten, Auslegung und Nachweise von Stahlbauten in Erdbebengebieten7 Auslegung von Stahlhochbauten für Anprall und Explosion ; 8 Robustheit nach DIN EN 1991-1-7; 9 Modellierung und Berechnung in der Baudynamik; 10 Bauprodukte aus Stahl im Kontext der Nachhaltigkeitsbewertung von Bauwerken; Stichwortverzeichnis
Record Nr. UNISA-996214910703316
Berlin, Germany : , : Ernst & Sohn, , 2014
Materiale a stampa
Lo trovi qui: Univ. di Salerno
Opac: Controlla la disponibilità qui
Stahlbau-Kalender 2014 / / herausgegeben von Ulrike Kuhlmann
Stahlbau-Kalender 2014 / / herausgegeben von Ulrike Kuhlmann
Edizione [2nd ed.]
Pubbl/distr/stampa Berlin, Germany : , : Ernst & Sohn, , 2014
Descrizione fisica 1 online resource (806 p.)
Disciplina 691
Collana Stahlbau-Kalender
Soggetto topico Building, Iron and steel - Design and construction
Steel, Structural - Design and construction
ISBN 3-433-60499-1
3-433-03062-6
3-433-60500-9
3-433-60471-1
Formato Materiale a stampa
Livello bibliografico Monografia
Lingua di pubblicazione ger
Nota di contenuto Cover; Titel; Copyright; Vorwort; Inhaltsübersicht ; Verzeichnis der Autoren und Herausgeber; Inhaltsübersicht früherer Jahrgänge; 1 Stahlbaunormen - DIN EN 1993-1-1: Allgemeine Bemessungsregeln und Regeln für den Hochbau ; 2 Stahlbaunormen - Anwendung der DIN EN 1993-1-8: Bemessung von Anschlüssen ; 3 Neue europäische Normen für den Metallleichtbau: Bemessung, Konstruktion und Ausführung von Dach und Wand; 4 Technische Baubestimmungen, Normen, Bauregellisten und Zulassungen im Stahlbau; 5 Brandschutztechnische Bemessung von Stahl- und Verbundkonstruktionen
6 Tragverhalten, Auslegung und Nachweise von Stahlbauten in Erdbebengebieten7 Auslegung von Stahlhochbauten für Anprall und Explosion ; 8 Robustheit nach DIN EN 1991-1-7; 9 Modellierung und Berechnung in der Baudynamik; 10 Bauprodukte aus Stahl im Kontext der Nachhaltigkeitsbewertung von Bauwerken; Stichwortverzeichnis
Record Nr. UNINA-9910830033403321
Berlin, Germany : , : Ernst & Sohn, , 2014
Materiale a stampa
Lo trovi qui: Univ. Federico II
Opac: Controlla la disponibilità qui