Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Design of Cold-formed Steel Structures
Eurocode 3: Desgin of Steel Structures. Part 1-3 Design of cold-formed Steel Structures. Hrsg.: ECCS - European Convention for Constructional Steelwork; Associacao Portuguesa de Construcao Metalica e Mis
Dan Dubina, Viorel Ungureanu, Raffaele Landolfo
Design of Cold-formed Steel Structures
Eurocode 3: Desgin of Steel Structures. Part 1-3 Design of cold-formed Steel Structures. Hrsg.: ECCS - European Convention for Constructional Steelwork; Associacao Portuguesa de Construcao Metalica e Mis
- Broschiertes Buch
- Merkliste
- Auf die Merkliste
- Bewerten Bewerten
- Teilen
- Produkt teilen
- Produkterinnerung
- Produkterinnerung
The book is concerned with design of cold-formed steel structures in building based on the Eurocode 3 package, particularly on EN 1993-1-3. It contains the essentials of theoretical background and design rules for cold-formed steel sections and sheeting, members and connections for building applications. Elaborated examples and design applications - more than 200 pages - are included in the respective chapters in order to provide a better understanding to the reader.
The book is concerned with design of cold-formed steel structures in building based on the Eurocode 3 package, particularly on EN 1993-1-3.
It contains the essentials of theoretical background and design rules for cold-formed steel sections and sheeting, members and connections for building applications.
Elaborated examples and design applications - more than 200 pages - are included in the respective chapters in order to provide a better understanding to the reader.
It contains the essentials of theoretical background and design rules for cold-formed steel sections and sheeting, members and connections for building applications.
Elaborated examples and design applications - more than 200 pages - are included in the respective chapters in order to provide a better understanding to the reader.
Produktdetails
- Produktdetails
- ECCS Eurocode Design Manuals
- Verlag: Ernst & Sohn
- 1. Auflage
- Seitenzahl: 654
- Erscheinungstermin: 29. Oktober 2012
- Abmessung: 238mm x 172mm x 33mm
- Gewicht: 1575g
- ISBN-13: 9783433029794
- ISBN-10: 3433029792
- Artikelnr.: 32562250
- ECCS Eurocode Design Manuals
- Verlag: Ernst & Sohn
- 1. Auflage
- Seitenzahl: 654
- Erscheinungstermin: 29. Oktober 2012
- Abmessung: 238mm x 172mm x 33mm
- Gewicht: 1575g
- ISBN-13: 9783433029794
- ISBN-10: 3433029792
- Artikelnr.: 32562250
Dan Dubina ist Leiter des Instituts für Stahlbau und Technische Mechanik an der Politehnica Universität von Timisoara in Rumänien. Er hat in den Themenfeldern kaltgeformte Stahlkonstruktionen, Stahlkonstruktionen in Erdbebengebieten, Verbindungen und Statik mehr als 400 wissenschaftliche Artikel und 25 Bücher veröffentlicht. Professor Dubina ist Mitglied folgender technischer Komitees der ECCS: TC 7 (Kaltgeformte Stahlkonstruktionen), TC 8 (Stabilität), TC 10 (Verbindungen) und TC 13 (Erdbeben).
Raffaele Landolfo ist Professor für Baukonstruktion an der Universität von Neapel "Federico II" und leitet dort das Institut für Konstruktionslehre und mathematische Methoden in der Architektur. Er ist externer Gutachter des Masterprogramms für erdbebensicheres Bauen und Stahlkonstruktion am Imperial College London und unterrichtet in verschiedenen Master- und PhD-Programmen. Professor Landolfo war an der Überführung der ENV 1993-1-3 in die EN sowohl auf nationaler als auch auf europäischer Ebene beteiligt. Er ist Vorsitzender des technischen Komitees TC 13 (Erdbeben) der ECCS.
Viorel Ungureanu ist Dozent an der Politehnica Universität von Timisoara in Rumänien und forscht im Bereich kaltgeformte dünnwandige Konstruktionen. Er war an der Übersetzung der EN 1993-1-3 ins Rumänische beteiligt und war Mitglied der Arbeitsgruppe, die den rumänischen nationalen Anhang erarbeitete. Viorel Ungureanu ist Mitglied des technischen Komitees TC 7 (Kaltgeformte Stahlkonstruktionen) der ECCS.
Raffaele Landolfo ist Professor für Baukonstruktion an der Universität von Neapel "Federico II" und leitet dort das Institut für Konstruktionslehre und mathematische Methoden in der Architektur. Er ist externer Gutachter des Masterprogramms für erdbebensicheres Bauen und Stahlkonstruktion am Imperial College London und unterrichtet in verschiedenen Master- und PhD-Programmen. Professor Landolfo war an der Überführung der ENV 1993-1-3 in die EN sowohl auf nationaler als auch auf europäischer Ebene beteiligt. Er ist Vorsitzender des technischen Komitees TC 13 (Erdbeben) der ECCS.
Viorel Ungureanu ist Dozent an der Politehnica Universität von Timisoara in Rumänien und forscht im Bereich kaltgeformte dünnwandige Konstruktionen. Er war an der Übersetzung der EN 1993-1-3 ins Rumänische beteiligt und war Mitglied der Arbeitsgruppe, die den rumänischen nationalen Anhang erarbeitete. Viorel Ungureanu ist Mitglied des technischen Komitees TC 7 (Kaltgeformte Stahlkonstruktionen) der ECCS.
1 Introduction to cold-formed steel design
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:
3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:
3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References
1 Introduction to cold-formed steel design
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:
3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:
3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References