The structural reliability of bridges subject to time-dependent deterioration

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dc.contributor.author Bordallo-Ruiz, Alberto
dc.contributor.author McNally, Ciaran
dc.contributor.author Caprani, Colin C.
dc.contributor.author O'Brien, Eugene J.
dc.date.accessioned 2010-08-10T14:09:47Z
dc.date.available 2010-08-10T14:09:47Z
dc.date.copyright Civil-Comp Press 2007 en
dc.date.issued 2007-09
dc.identifier.issn 1759-3433
dc.identifier.uri http://hdl.handle.net/10197/2333
dc.description Paper presented at the 11th International Conference on Civil, Structural and Environmental Engineering Computing, Malta, 18-21 September 2007 en
dc.description.abstract The reliability of the structural performance of any given structure is affected by both in-service loading and material deterioration due to environmental attack. They must be evaluated at any given time in order to compute lifetime probability of failure. This paper presents an innovative methodology to derive the structure lifetime load effect due to existing traffic using a statistical tool known as Predictive Likelihood. Loss of resistance due to corrosion originated by chloride ingression is also taken into account. Finally the lifetime probability of failure is evaluated via the application of a time-discretization strategy en
dc.description.sponsorship Not applicable en
dc.description.uri Conference details en
dc.description.uri http://www.civil-comp.com/conf/cc07.htm en
dc.format.extent 216228 bytes
dc.format.mimetype application/pdf
dc.language.iso en en
dc.publisher Civil-Comp Press en
dc.relation.ispartof B.H.V. Topping. (ed.). Proceedings of the Eleventh International Conference on Civil, Structural and Environmental Engineering Computing en
dc.relation.requires Critical Infrastructure Group Research Collection en
dc.subject Bridge en
dc.subject Structural reliability en
dc.subject Safety en
dc.subject Predictive likelihood en
dc.subject Corrosion en
dc.subject Traffic en
dc.subject.lcsh bridges--Live loads en
dc.subject.lcsh Structural dynamics--Statistical methods en
dc.subject.lcsh Reliability (Engineering)--Statistical methods en
dc.title The structural reliability of bridges subject to time-dependent deterioration en
dc.type Conference Publication en
dc.internal.availability Full text available en
dc.internal.webversions Publisher's version en
dc.internal.webversions http://dx.doi.org/10.4203/ccp.86.189 en
dc.status Peer reviewed en
dc.identifier.doi 10.4203/ccp.86.189
dc.neeo.contributor Bordallo-Ruiz|Alberto|aut| en
dc.neeo.contributor McNally|Ciaran|aut| en
dc.neeo.contributor Caprani|Colin C.|aut| en
dc.neeo.contributor O'Brien|Eugene J.|aut| en
dc.description.admin Conference website at http://www.civil-comp.com/conf/cc07.htm. Record must include a full reference to the published paper and a DOI weblink to the final published version - http://dx.doi.org/10.4203/ccp.86.189. DG 06/07/10 au,ti, ke - AL 23/07/2010 en


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