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Conference Paper: Effects of long-term time-dependent behaviour on dynamic properties of cable-stayed bridges

TitleEffects of long-term time-dependent behaviour on dynamic properties of cable-stayed bridges
Authors
KeywordsCable-stayed bridges
FEM
Free vibration analysis
Single-step method
Time-dependent
Issue Date2010
PublisherNottingham University Press.
Citation
The 13th International Conference on Computing in Civil and Building Engineering (ICCCBE 2010) & the 17th EG-ICE Workshop on Intelligent Computing in Engineering (ICE10), University of Nottingham, U.K., 30 June-2 July 2010. In Proceedings of the International Conference on Computing in Civil and Building Engineering, 2010, p. 539-540 How to Cite?
AbstractA structural health monitoring system installed on a bridge provides the necessary data for engineers to evaluate its integrity, durability and reliability through the observation of changes in bridge properties caused by any damage or deterioration. However, …
DescriptionPaper 270 (id:27)
URL - http://www.engineering.nottingham.ac.uk/icccbe/270.htm
Persistent Identifierhttp://hdl.handle.net/10722/127287
ISBN

 

DC FieldValueLanguage
dc.contributor.authorAu, FTKen_HK
dc.contributor.authorSi, Xen_HK
dc.date.accessioned2010-10-31T13:16:42Z-
dc.date.available2010-10-31T13:16:42Z-
dc.date.issued2010en_HK
dc.identifier.citationThe 13th International Conference on Computing in Civil and Building Engineering (ICCCBE 2010) & the 17th EG-ICE Workshop on Intelligent Computing in Engineering (ICE10), University of Nottingham, U.K., 30 June-2 July 2010. In Proceedings of the International Conference on Computing in Civil and Building Engineering, 2010, p. 539-540en_HK
dc.identifier.isbn978-1-907284-60-1en_HK
dc.identifier.urihttp://hdl.handle.net/10722/127287-
dc.descriptionPaper 270 (id:27)-
dc.descriptionURL - http://www.engineering.nottingham.ac.uk/icccbe/270.htm-
dc.description.abstractA structural health monitoring system installed on a bridge provides the necessary data for engineers to evaluate its integrity, durability and reliability through the observation of changes in bridge properties caused by any damage or deterioration. However, …-
dc.languageengen_HK
dc.publisherNottingham University Press.en_HK
dc.relation.ispartofProceedings of the International Conference on Computing in Civil and Building Engineeringen_HK
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.subjectCable-stayed bridges-
dc.subjectFEM-
dc.subjectFree vibration analysis-
dc.subjectSingle-step method-
dc.subjectTime-dependent-
dc.titleEffects of long-term time-dependent behaviour on dynamic properties of cable-stayed bridgesen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailAu, FTK: hrecatk@hku.hken_HK
dc.identifier.emailSi, X: tonysi@hku.hk-
dc.identifier.authorityAu, FTK=rp00083en_HK
dc.description.naturepostprint-
dc.identifier.hkuros175893en_HK
dc.identifier.spage539en_HK
dc.identifier.epage540-
dc.publisher.placeUnited Kingdom-
dc.description.otherThe 13th International Conference on Computing in Civil and Building Engineering (ICCCBE 2010) & the 17th EG-ICE Workshop on Intelligent Computing in Engineering (ICE10), University of Nottingham, U.K., 30 June-2 July 2010. In Proceedings of the International Conference on Computing in Civil and Building Engineering, 2010, p. 539-540-

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