Snijder, H. H., <br/><br/>
Structural basics.  analysis and design of steel structures for buildings according to Eurocode 0, 1 and 3 /  Steel design 1 : 
H.H. Snijder, H.M.G.M. Steenbergen. 
 - 1 online resource. 
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<br/><br/>Includes bibliographical references. 
<br/><br/>Table of Contents<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 
<br/><br/><br/>About the Author<br/>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/><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/><br/><label>ISBN: </label>9783433610695 9783433033364 9783433610688 3433610681 
<br/><br/><label>Standard No.: </label>10.1002/9783433610688  doi 
<br/><br/><label>Subjects--Topical Terms: </label><br/>Building, Iron and steel.<br/>Structural engineering.
<br/><br/><label>Index Terms--Genre/Form: </label><br/>Electronic books.
<br/><br/><label>LC Class. No.: </label>TA684 
<br/><br/><label>Dewey Class. No.: </label>691/.7