Details

Steel Design 1


Steel Design 1

Structural Basics
1. Aufl.

von: H. H. Snijder, H. M. G. M. Steenbergen

49,99 €

Verlag: Ernst & Sohn
Format: PDF
Veröffentl.: 21.07.2020
ISBN/EAN: 9783433610695
Sprache: englisch
Anzahl Seiten: 272

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Beschreibungen

This textbook covers the design and analysis of steel structures for buildings according to EN 1990 (Eurocode 0), EN 1991 (Eurocode 1) and EN 1993 (Eurocode 3). <br> Chapter 1 describes the theory and background of EN 1990 in terms of structural safety, reliability and the design values of resistances and actions. <br> Chapter 2 deals with actions and deformations described in EN 1991. The permanent loads and vari¬able actions and in particular the imposed loads and the snow loads and wind actions are discussed. This chapter also contains three worked examples to determine the actions on a floor in a residential house, the actions on a free-standing platform canopy at a station and the wind actions on the façades of an office building. <br> Chapter 3 is about modelling, discussing the schematisation of the structural system, the joints and the material properties as well as the cross-section properties. <br> Chapter 4 deals with the classification of frames and the various analysis methods for unbraced and braced frames. <br> Chapter 5 then goes deeper into these analysis methods to determine the force distribution and defor¬mations. <br> Chapter 6 deals with the assessment by code-checking of (parts of) the steel structure with EN 1993-1-1 and EN 1993-1-8. At a basic level, the assessment of the resistance of cross-sections, the stability of members under axial forces and the resistance of bolted and welded connections are explained. <br> Chapter 7 discusses in an extensive way the assessment by code-checking of the resistance of cross-sections, both for single and combined internal forces. The principles of the assessment of the resistance of cross-sections according to elastic and plastic theory are also discussed.<br> <br> <br>
1 Structural safety<br> 1.1 Probability of failure<br> 1.2 Reliability principles<br> 1.3 Design value of resistance<br> 1.4 Design value of actions<br> 1.5 Reliability<br> 1.6 EN 1990<br> Literature<br> 2 Actions and deformations<br> 2.1 Structural requirements and relevant concepts<br> 2.2 Structural safety<br> 2.3 Permanent loads<br> 2.4 Variable actions<br> 2.5 Serviceability criteria<br> 2.6 Actions according to EN 1991<br> 2.7 Worked examples<br> Literaure<br> 3 Modelling<br> 3.1 Schematisation<br> 3.2 Cross-section properties<br> 4 Analysis<br> 4.1 Frames<br> 4.2 Analysis methods<br> 4.3 Braced frame<br> 4.4 Unbraced frame<br> 4.5 EN 1993-1-1, chapter 5<br> Literature<br> 5 Analysis methods<br> 5.1 Linear elastic analysis (LA) and materially nonliear analysis (MNA)<br> 5.2 Linear buckling (bifucation or eigenvalue) analysis (LBA)<br> 5.3 Geometrically nonlinear elastic analysis including imperfections (GNIA)<br> 5.4 Geometrically and materially nonlinear analysis including imperfections (GMNIA)<br> Literature<br> 6 Assessment by code checking<br> 6.1 Standard (codes) and guidelines for steel structures<br> 6.2 EN 1993: Eurocode 3 for steel strucutres<br> 6.3 Assessment procedures<br> 6.4 Modelling for analysis<br> 6.5 Strcutural analysis<br> 6.6 Force distribution and deformations<br> 6.7 Design of cross-sections and members<br> 6.8 Design of connections<br> Literature<br> 7 Resistance of cross-sections<br> 7.1 General principles<br> 72 Section properties<br> 7.3 Single internal forces<br> 7.5 Elastic theory<br> 7.6 Plastic theory<br> Literature
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. <br> 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.<br>

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