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Conference Paper: Dynamic behavior of cable-stayed bridges with harp and semi-harp stay systems through continuous formulation

TitleDynamic behavior of cable-stayed bridges with harp and semi-harp stay systems through continuous formulation
Authors
Issue Date1994
Citation
Proceedings of International Conference on Computational Methods in Structural and Geotechnical Engineering, v. 1, p. 224-230 How to Cite?
Persistent Identifierhttp://hdl.handle.net/10722/111711

 

DC FieldValueLanguage
dc.contributor.authorHan, DJen_HK
dc.contributor.authorCheung, YKen_HK
dc.date.accessioned2010-09-26T03:00:43Z-
dc.date.available2010-09-26T03:00:43Z-
dc.date.issued1994en_HK
dc.identifier.citationProceedings of International Conference on Computational Methods in Structural and Geotechnical Engineering, v. 1, p. 224-230en_HK
dc.identifier.urihttp://hdl.handle.net/10722/111711-
dc.languageengen_HK
dc.relation.ispartofProceedings of International Conference on Computational Methods in Structural and Geotechnical Engineeringen_HK
dc.titleDynamic behavior of cable-stayed bridges with harp and semi-harp stay systems through continuous formulationen_HK
dc.typeConference_Paperen_HK
dc.identifier.emailCheung, YK: hreccyk@hkucc.hku.hken_HK
dc.identifier.authorityCheung, YK=rp00104en_HK
dc.identifier.hkuros1167en_HK
dc.identifier.volume, v. 1en_HK
dc.identifier.spage224en_HK
dc.identifier.epage230en_HK

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