Uncertainties in probabilistic modeling of the load carrying capacity of bridges 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, p. 122-Conference paper, Published 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. p. 122-

National Category

Infrastructure Engineering

Research subject

Structural Engineering

Identifiers

URN: urn:nbn:se:ltu:diva-37057Local ID: aeebf220-7181-11db-962b-000ea68e967bISBN: 0-415-40315-4 (print)OAI: oai:DiVA.org:ltu-37057DiVA, id: 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: 2020-07-23Bibliographically approved

Open Access in DiVA

Authority records

Stenlund, AndersElfgren, Lennart

Search in DiVA

By author/editor

Stenlund, AndersElfgren, Lennart

By organisation

Structural and Construction Engineering

On the subject

Infrastructure Engineering

Search outside of DiVA

GoogleGoogle ScholarTotal: 89 downloadsTotal: 117 hits