Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.14279/2435
DC FieldValueLanguage
dc.contributor.authorOnoufriou, Toulaen
dc.contributor.authorJo, SungIlen
dc.contributor.authorCrocombe, Andrew D.en
dc.contributor.otherΟνουφρίου, Τούλα-
dc.date.accessioned2013-02-22T13:43:10Zen
dc.date.accessioned2013-05-17T05:29:52Z-
dc.date.accessioned2015-12-02T11:24:46Z-
dc.date.available2013-02-22T13:43:10Zen
dc.date.available2013-05-17T05:29:52Z-
dc.date.available2015-12-02T11:24:46Z-
dc.date.issued2005en
dc.identifier.citation5th International Conference on Bridge Management, 2005, Guildforden
dc.description.abstractThe resistance response surface method (RSM) is known to be a powerful tool for the evaluation of failure probability of complex structures such as bridges. The resistance RSM is addressed in detail in this paper. Loading models for the reliability-based bridge assessment were also addressed. Some assumptions on the traffic loading were made in order to simplify the loading conditions. An actual UK bridge was used as a numerical example. Reliability analyses show that the reliability of a bridge model is dominated mainly by the reliability for a two-lane loading case.en
dc.formatpdfen
dc.language.isoenen
dc.subjectStructural analysis (Engineering)en
dc.subjectConcrete bridgesen
dc.subjectReliabilityen
dc.titleSystem reliability-based bridge assessment using the response surface methoden
dc.typeConference Papersen
dc.affiliationUniversity of Surreyen
dc.dept.handle123456789/54en
item.grantfulltextnone-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_c94f-
item.openairetypeconferenceObject-
item.fulltextNo Fulltext-
crisitem.author.deptDepartment of Civil Engineering and Geomatics-
crisitem.author.facultyFaculty of Engineering and Technology-
crisitem.author.orcid0000-0002-3361-1567-
crisitem.author.parentorgFaculty of Engineering and Technology-
Appears in Collections:Δημοσιεύσεις σε συνέδρια /Conference papers or poster or presentation
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