Probabilistic reliability assessment of steel structures exposed to fatigue

Author:

Krejsa M

Publisher

CRC Press

Reference16 articles.

1. Bris, R. 2010. The effective iterative algorithm to Conference Steel Structures and Bridges, vol.40, solve a maintenance optimization problem of a pp.211-216(6 p), ISSN1877-7058. doi: 10.1016/j. highly reliable system.In: Proceedings of European proeng.2012.07.082. WOS: 000314665300037. Safety and Reliability Conference (ESREL 2009), Kralik, J. 2010. A RSM method for probabilistic non-Reliability, Risk and Safety: Theory and Applica- linear analysis of reinforced concrete bubbler tower tions vols 1-3.London: Taylor & Francis Group, structure integrity.In: Proceedings of European Safety pp. 635-641 (7 p). ISBN 978-0-415-55509-8. WOS: and Reliability Conference (ESREL 2009), Reliability, 000281188500087. Risk and Safety:Theory and Applicationsvols. 1-3.

2. Gocal, J., Vican, J., Hlinka, R. & Jost, J. 2010. Labo- London: Taylor & Francis Group, pp. 1369-1372 (4 p.). ratory tests of a typical fatigue prone riveted steel ISBN 978-0-415-55509-8. WOS: 000281188500188. railway bridge structural detail. InProceedings of Krejsa, M. & Tomica, V. 2011. Determination of Inspec-10th International Conference Fatigue 2010, Procedia tions of Structures Subject to Fatigue. Transactions of Engineering, vol. 2, issue 1, pp.1761-1766(6 p), ISSN the VSB-Technical University of Ostrava: Construc-1877-7058, doi: 10.1016/j.proeng.2010.03.189. WOS: tion Series [online]. Warsaw, Poland: Versita, vol. 11, 000278762900187. issue 1, pp. 1-9 (9 p). ISSN 1804-4824 (Online); ISSN

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