Výsledky vyhledávání - "W.M.G. Courage"

A pro-active concept in asset management supported by the quantified Value of Structural Health Monitoring

Autor: W.M.G. Courage, Helder Sousa, Artur Slobbe

Publikováno v: IABSE Symposium, Guimaraes 2019: Towards a Resilient Built Environment Risk and Asset Management-Report, IABSE Symposium 2019 Guimaraes: Towards a Resilient Built Environment-Risk and Asset Management, 27 March 2019 through 29 March 2019, 72-79

Over the past century, European countries have developed mature and extensive transportation infrastructure networks, in which bridges play a vital role. Their design is increasingly influenced by life-cycle multi-objective performance criteria, whic

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http://resolver.tudelft.nl/uuid:cf2d039b-c78f-454c-9d80-3a12ee81ab5c

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Characterization of Precipitation through Copulas and Expert Judgement for Risk Assessment of Infrastructure

Autor: L Abspoel, O. Morales Napoles, D Worm, W.M.G. Courage, Dominik Paprotny

Publikováno v: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 3(4)

In this paper two methodologies are investigated that contribute to better assessment of risks related to extreme rainfall events. Firstly, one-parameter bivariate copulas are used to analyze rain gauge data in the Netherlands. Out of three models co

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https://doi.org/10.1061/ajrua6.0000914

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Application of Rational Methods for the Selection of the Most Plausible FE Models in Structural Analysis

Autor: Agnieszka Bigaj-van Vliet, W.M.G. Courage, Diego Allaix, Arthur Slobbe

Publikováno v: High Tech Concrete: Where Technology and Engineering Meet ISBN: 9783319594705

The accuracy of predictions of structural behavior by finite element analysis strongly depends on the formulation of the numerical model. Depending on the problem at hand, the analyst has to make a number of choices, which influence the numerical res

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https://doi.org/10.1007/978-3-319-59471-2_194

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System behaviour in flood risk calculations

Autor: A.C.W.M. Vrouwenvelder, W.M.G. Courage, T. Schweckendieck, T. van Mierlo

Publikováno v: Georisk : Assessment and Management of Risk for Engineered Systems and Geohazards, 2, 7, 62-76

A risk-based safety approach is indispensable to support decision-making on flood protection strategies and measures. In most deltaic areas, flood risk analysis involves more than analysing the flood hazard and the potential damage, and flood defence

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https://doi.org/10.1080/17499518.2013.790732

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Risk based asset management of pipeline networks for gas and water

Autor: L.M. Abspoel, W.M.G. Courage, W. van den Broeck, H. Kruse

Publikováno v: Life-Cycle of Engineering Systems: Emphasis on Sustainable Civil Infrastructure ISBN: 9781315375175
Life-Cycle of Engineering Systems

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https://doi.org/10.1201/9781315375175-207

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Non-traditional assessment and maintenance methods for aging concrete structures - technical and non-technical issues

Autor: Rob B. Polder, W.H.A. Peelen, W.M.G. Courage

Publikováno v: Materials and Corrosion. 63:1147-1153

Based on construction dates and observed time to corrosion induced damage, the future need for repair of reinforced concrete motorway bridges in The Netherlands is predicted. Due to the age distribution and in particular the relatively short life of

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https://doi.org/10.1002/maco.201206725

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A Computational Framework for Flood Risk Assessment in The Netherlands

Autor: A.A. Markus, M. C. l. m. van Mierlo, W.M.G. Courage

Publikováno v: Scientific Programming, Vol 18, Iss 2, Pp 93-105 (2010)

The safety of dikes in The Netherlands, located in the delta of the rivers Rhine, Meuse and Scheldt, has been the subject of debate for more than ten years. The safety (or flood risk) of a particular area may depend on the safety of other areas. This

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https://doi.org/10.1155/2010/782402

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Service life and life cycle cost modelling of cathodic protection systems for concrete structures

Autor: W.M.G. Courage, Rob B. Polder, D. Worm, G.A. Leegwater

Publikováno v: Cement and Concrete Composites, 47, 69-74
ICDC International congress on durability of concrete, Trondheim, Norway, 18-21 June 2012

Corrosion of reinforcing steel in concrete structures causes concrete cracking, steel diameter reduction and eventually loss of safety. In infrastructure this is mainly due to penetration of chloride ions from de-icing or marine salts. Conventional r

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http://resolver.tudelft.nl/uuid:a52f4e31-1e38-4bc6-be96-56f88c085763

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