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Uncertainties in probabilistic modeling of the load carrying capacity of bridges
Luleå University of Technology, Department of Civil, Environmental and Natural Resources Engineering, Structural and Construction Engineering.ORCID iD: 0000-0002-0560-9355
2006 (English)In: Bridge maintenance, safety, management, life-cycle performance and cost: Proceedings of the third International Conference on Bridge Maintenance, Safety and Management. IABMAS'06 / [ed] Paulo J. da Sousa Cruz; Dan M Frangopol; Luis C Canhoto Neves, London: Taylor and Francis Group , 2006, 122- p.Conference paper (Refereed)
Abstract [en]

Uncertainties in probabilistic modeling of bridges are exemplified with the bending moment capacity of the edge beam of a concrete bridge deck. First Order Reliability Method (FORM), Failure Mode Effect Analysis (FMEA) and Event Tree Analysis (ETA) are used

Place, publisher, year, edition, pages
London: Taylor and Francis Group , 2006. 122- p.
Research subject
Structural Engineering
Identifiers
URN: urn:nbn:se:ltu:diva-37057Local ID: aeebf220-7181-11db-962b-000ea68e967bISBN: 0-415-40315-4OAI: oai:DiVA.org:ltu-37057DiVA: diva2:1010555
Conference
International Conference on Bridge Maintenance, Safety and Management : 16/07/2006 - 19/07/2006
Note
Godkänd; 2006; Bibliografisk uppgift: Abstract pp 369-370, Full paper P-122, 8 p, on attached CD; 20061111 (ysko)Available from: 2016-10-03 Created: 2016-10-03 Last updated: 2016-12-07Bibliographically approved

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