Structural basics. Steel design 1 : analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 / H.H. Snijder, H.M.G.M. Steenbergen.

By: Snijder, H. H [author.]
Contributor(s): Steenbergen, H. M. G. M [author.]
Language: English Publisher: [Berlin] : Ernst & Sohn, 2019Description: 1 online resourceContent type: text Media type: computer Carrier type: online resourceISBN: 9783433610695; 9783433033364; 9783433610688; 3433610681Subject(s): Building, Iron and steel | Structural engineeringGenre/Form: Electronic books.DDC classification: 691/.7 LOC classification: TA684Online resources: Full text available at Wiley Online Library Click here to view.
Contents:
Table of Contents 1 Structural safety 1.1 Probability of failure 1.2 Reliability principles 1.3 Design value of resistance 1.4 Design value of actions 1.5 Reliability 1.6 EN 1990 Literature 2 Actions and deformations 2.1 Structural requirements and relevant concepts 2.2 Structural safety 2.3 Permanent loads 2.4 Variable actions 2.5 Serviceability criteria 2.6 Actions according to EN 1991 2.7 Worked examples Literaure 3 Modelling 3.1 Schematisation 3.2 Cross-section properties 4 Analysis 4.1 Frames 4.2 Analysis methods 4.3 Braced frame 4.4 Unbraced frame 4.5 EN 1993-1-1, chapter 5 Literature 5 Analysis methods 5.1 Linear elastic analysis (LA) and materially nonliear analysis (MNA) 5.2 Linear buckling (bifucation or eigenvalue) analysis (LBA) 5.3 Geometrically nonlinear elastic analysis including imperfections (GNIA) 5.4 Geometrically and materially nonlinear analysis including imperfections (GMNIA) Literature 6 Assessment by code checking 6.1 Standard (codes) and guidelines for steel structures 6.2 EN 1993: Eurocode 3 for steel strucutres 6.3 Assessment procedures 6.4 Modelling for analysis 6.5 Strcutural analysis 6.6 Force distribution and deformations 6.7 Design of cross-sections and members 6.8 Design of connections Literature 7 Resistance of cross-sections 7.1 General principles 72 Section properties 7.3 Single internal forces 7.5 Elastic theory 7.6 Plastic theory Literature
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Includes bibliographical references.

Table of Contents
1 Structural safety
1.1 Probability of failure
1.2 Reliability principles
1.3 Design value of resistance
1.4 Design value of actions
1.5 Reliability
1.6 EN 1990
Literature
2 Actions and deformations
2.1 Structural requirements and relevant concepts
2.2 Structural safety
2.3 Permanent loads
2.4 Variable actions
2.5 Serviceability criteria
2.6 Actions according to EN 1991
2.7 Worked examples
Literaure
3 Modelling
3.1 Schematisation
3.2 Cross-section properties
4 Analysis
4.1 Frames
4.2 Analysis methods
4.3 Braced frame
4.4 Unbraced frame
4.5 EN 1993-1-1, chapter 5
Literature
5 Analysis methods
5.1 Linear elastic analysis (LA) and materially nonliear analysis (MNA)
5.2 Linear buckling (bifucation or eigenvalue) analysis (LBA)
5.3 Geometrically nonlinear elastic analysis including imperfections (GNIA)
5.4 Geometrically and materially nonlinear analysis including imperfections (GMNIA)
Literature
6 Assessment by code checking
6.1 Standard (codes) and guidelines for steel structures
6.2 EN 1993: Eurocode 3 for steel strucutres
6.3 Assessment procedures
6.4 Modelling for analysis
6.5 Strcutural analysis
6.6 Force distribution and deformations
6.7 Design of cross-sections and members
6.8 Design of connections
Literature
7 Resistance of cross-sections
7.1 General principles
72 Section properties
7.3 Single internal forces
7.5 Elastic theory
7.6 Plastic theory
Literature

About the Author
Bert Snijder is professor of Structural Design and Steel Structures at Eindhoven University of Technology. As a member of the Dutch standard committee (NEN) on Steel Structures he is closely involved in the development of Eurocode 3. Since 2001 he is a member of CEN TC250 SC3, the European committee responsible for the development of Eurocode 3.

Henri Steenbergen is a senior researcher at the Dutch organisation for applied scientific research TNO, specialised in structural safety as well as the behaviour and analysis of steel structures. He has profound knowledge in advanced calculation techniques and the backgrounds of steel standards.

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