The JCSS probabilistic model Code, future developments

Autor: Steenbergen, R.D.J.M., Vrouwenvelder, A.C.W.M.

Publikováno v: In Structural Safety March 2025 113

Simplified stochastic modeling of concrete spalling due to fire

Autor: Straalen I.J.J. van, Steenbergen R.D.J.M., Lentzen S.S.K., de Vries R.

Publikováno v: MATEC Web of Conferences, Vol 6, p 05009 (2013)

Predicting spalling of concrete due to fire loading is undoubtedly a complex task to come across. Existing numerical models are dealing with the phenomena on different complexity levels of describing the physical/chemical processes and material behav

Externí odkaz: https://doaj.org/article/480f2a420a6c4956a06163cfa082e95a

Reliability assessment of existing reinforced concrete bridges and viaducts through proof load testing

Autor: de Vries, R., Lantsoght, E.O.L., Steenbergen, R.D.J.M., Fennis, S.A.A.M., Casas, Joan Ramon, Frangopol, Dan M., Turmo, José

Publikováno v: IABMAS 2022: 11th International Conference on Bridge Maintenance, Safety and Management: Mini-symposium: [MS05] Assessment of existing infrastructure assisted by field data
IABMAS 2022: 11th International Conference on Bridge Maintenance, Safety and Management
Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability ISBN: 9781003322641

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 deta

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Reliability levels obtained by Eurocode partial factor design - A discussion on current and future reliability levels

Autor: Meinen, N.E., Steenbergen, R.D.J.M.

Publikováno v: Heron, 3, 63, 243-302

To assess the reliability of a structure, reliability based codes such as EN1990:2002 allow for the application of full-probabilistic methods and semi-probabilistic methods (i.e. the partial factor method). In principle, both methods should be equiva

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