Searched for: author%3A%22Steenbergen%2C+R.D.J.M.%22
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de Vries, R. (author), Lantsoght, E.O.L. (author), Steenbergen, R.D.J.M. (author), Fennis, S.A.A.M. (author)
In the assessment of existing infrastructure performing only a desk study is often not sufficient to determine the structural reliability of a bridge or viaduct. For concrete structures gathering field data by performing a proof load test offers detailed information about the structural performance. However, the relation between the magnitude...
conference paper 2022
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Jonkman, S.N. (author), Steenbergen, R.D.J.M. (author), Morales-Napoles, O. (author), Vrouwenvelder, A.C.W.M. (author), Vrijling, J.K. (author)
lecture notes 2015
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Steenbergen, R.D.J.M. (author), De Boer, A. (author), Van der Veen, C. (author)
The assessment of the structural safety of existing bridges and viaducts becomes increasingly important in many countries due to the age of the structures and an increase in traffic loads. Many structures need to be reassessed in order to find out whether the safety requirements are met. Most existing standards, however, are developed for the...
journal article 2012
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Steenbergen, R.D.J.M. (author), Vrouwenvelder, A.C.W.M. (author)
Evaluating and upgrading existing structures becomes more and more important. For a large part of the existing infrastructure and buildings the design life has been reached or will be reached in the near future. These structures need to be reassessed in order to find out whether the safety requirements are met. Not only for new structures but...
journal article 2010
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Morales Napoles, O. (author), Steenbergen, R.D.J.M. (author), Cooke, R.M. (author)
conference paper 2010
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Steenbergen, R.D.J.M. (author), Lentzen, S.S.K. (author), Koopman, A. (author)
In dit TNO rapport is een Standaard RekenMethode voor Trillingen (SRM-T) ontwikkeld om het trillingsrisico als gevolg van passerende treinen al in een vroeg stadium te kunnen inschatten.
report 2009
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Steenbergen, R.D.J.M. (author)
The design of tall and irregularly shaped buildings becomes more and more usual. A profound understanding of the force transfer and the serviceability conditions in these types of structures is needed. The considered buildings have a building plan that is not constant along the height and the effects of the in-plane floor stiffnesses coupling...
doctoral thesis 2007
Searched for: author%3A%22Steenbergen%2C+R.D.J.M.%22
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