Searched for: subject:"probability%5C+of%5C+failure"
(1 - 12 of 12)
document
Reale, C. (author), Gavin, Kenneth (author), Martinovic, Karlo (author)
Many railway embankments across Europe were constructed over 150 years ago. These embankments were not subject to rigorous design practice but instead were crudely constructed using end tipping techniques. As a result, the majority of these embankments are overly steep and far in excess of the design angles recommended in Eurocode 7. Over recent...
conference paper 2018
document
Huffman, J.C. (author), Martin, J.P. (author), Stuedlein, A.W. (author)
Geotechnical reliability-based limit state design methodologies are rapidly evolving to meet the demands of various applications. However, the accuracy of these new procedures should be independently assessed and improved as new loading test data is made available. This paper focuses on the assessment of two relatively new serviceability limit...
conference paper 2015
document
Kassapoglou, C. (author)
The increased use of advanced composite materials on primary aircraft structure has brought back to the forefront the question of how such structures perform under repeated loading. In particular, when damage or other stress risers are present, tests have shown that the load to cause failure after a given number of cycles is a decreasing...
doctoral thesis 2012
document
Vrijling, J.K. (author), Schweckendiek, T. (author), Kanning, W. (author)
Current design codes like the Eurocode use safety or reliability classes to assign target reliabilities to different types of structures or structural members according to the potential consequences of failure. That, in essence, is a risk-based criterion. A wide range of structures is designed with such codes, and distinction is made between...
conference paper 2011
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Viet, N.D. (author), Verhagen, H.J. (author), Van Gelder, P.H.A.J.M. (author), Vrijling, J.K. (author)
An appropriate assignment of probabilities of failure to subsystems and components in a structural system can bring a minimum of costs and risk. In this paper, a method for economic optimisation of rubble mound breakwaters using pre-assigned probabilities of failure is presented. Application to a design case shows that the proposed method is...
conference paper 2008
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Klis, H. van der (author), Markus, A.A. (author)
report 2007
document
Diermanse, F.L.M. (author)
report 2005
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Diermanse, F.L.M. (author), Morelissen, R. (author), Dongeren, A.R. van. (author)
report 2004
document
Diermanse, F.L.M. (author), Jagers, H.R.A. (author), Klein Breteler, M. (author), Vrouwenvelder, A.C.W.M. (author), Steenbergen, H.M.G.M. (author)
report 2004
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Diermanse, F.L.M. (author)
report 2003
document
Diermanse, F.L.M. (author), Klein Breteler, M. (author), Vrouwenvelder, A.C.W.M. (author), Steenbergen, H.M.G.M. (author), Jagers, H.R.A. (author)
report 2003
document
Diermanse, F.L.M. (author), Klein Breteler, M. (author), Kuiper, C. (author), Vrouwenvelder, A.W. (author), Steenbergen, H.M.G.M. (author)
report 2003
Searched for: subject:"probability%5C+of%5C+failure"
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