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Conference Paper: Establishment of baseline models for long-span cable-stayed bridges

TitleEstablishment of baseline models for long-span cable-stayed bridges
Authors
KeywordsBaseline model calibration
Cable-stayed bridges
Fatigue assessment
Finite element modelling
Issue Date2010
PublisherHong Kong Polytechnic University.
Citation
The 2nd International Postgraduate Conference on Infrastructure and Environment (IPC2010), Hong Kong, China, 1-2 June 2010. In Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment, 2010, v. 2, p. 263-270 How to Cite?
AbstractTo enable the long-term health monitoring and condition assessment of a long-span cable-stayed bridge, an accurate and effective baseline finite element model is indispensable. With proper calibration, the model provides more realistic prediction of static and dynamic behaviour of structure. This paper describes the development of baseline finite element model of Ting Kau Bridge on the basis of the …
DescriptionSession - Structural Engineering
Persistent Identifierhttp://hdl.handle.net/10722/127308
ISBN

 

DC FieldValueLanguage
dc.contributor.authorZhang, Jen_HK
dc.contributor.authorAu, FTKen_HK
dc.date.accessioned2010-10-31T13:17:50Z-
dc.date.available2010-10-31T13:17:50Z-
dc.date.issued2010en_HK
dc.identifier.citationThe 2nd International Postgraduate Conference on Infrastructure and Environment (IPC2010), Hong Kong, China, 1-2 June 2010. In Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment, 2010, v. 2, p. 263-270en_HK
dc.identifier.isbn978-988-17311-4-2en_HK
dc.identifier.urihttp://hdl.handle.net/10722/127308-
dc.descriptionSession - Structural Engineering-
dc.description.abstractTo enable the long-term health monitoring and condition assessment of a long-span cable-stayed bridge, an accurate and effective baseline finite element model is indispensable. With proper calibration, the model provides more realistic prediction of static and dynamic behaviour of structure. This paper describes the development of baseline finite element model of Ting Kau Bridge on the basis of the …-
dc.languageengen_HK
dc.publisherHong Kong Polytechnic University.en_HK
dc.relation.ispartofProceedings of the 2nd International Postgraduate Conference on Infrastructure and Environmenten_HK
dc.rightsCreative Commons: Attribution 3.0 Hong Kong License-
dc.subjectBaseline model calibration-
dc.subjectCable-stayed bridges-
dc.subjectFatigue assessment-
dc.subjectFinite element modelling-
dc.titleEstablishment of baseline models for long-span cable-stayed bridgesen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailZhang, J: janezh@hku.hken_HK
dc.identifier.emailAu, FTK: hrecatk@hku.hk-
dc.identifier.authorityAu, FTK=rp00083en_HK
dc.description.naturepublished_or_final_version-
dc.identifier.hkuros175864en_HK
dc.identifier.volume2en_HK
dc.identifier.spage263en_HK
dc.identifier.epage270en_HK
dc.publisher.placeHong Kong-
dc.description.otherThe 2nd International Postgraduate Conference on Infrastructure and Environment (IPC2010), Hong Kong, China, 1-2 June 2010. In Proceedings of the 2nd International Postgraduate Conference on Infrastructure and Environment, 2010, v. 2, p. 263-270-

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