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Prediction of traffic-induced vibration using 3D bridge model and consideration of influence of bridge structural properties on response

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dc.contributor.authorChaiworawitkul, S.
dc.contributor.authorOmenzetter, Piotr
dc.contributor.authorFujino, Y.
dc.contributor.institutionUniversity of Aberdeen.Engineeringen
dc.contributor.institutionUniversity of Aberdeen.Energyen
dc.date.accessioned2018-08-21T23:03:39Z
dc.date.available2018-08-21T23:03:39Z
dc.date.issued2000-07-28
dc.description.statusPeer revieweden
dc.format.extent816375
dc.identifier47543059
dc.identifier26b04598-5afe-49e8-8792-b7d98268ff5a
dc.identifier.citationChaiworawitkul, S, Omenzetter, P & Fujino, Y 2000, Prediction of traffic-induced vibration using 3D bridge model and consideration of influence of bridge structural properties on response. in Proceedings of the 2nd International Summer Symposium JSCE. pp. 9-12. https://doi.org/10.13140/2.1.3406.4965en
dc.identifier.doi10.13140/2.1.3406.4965
dc.identifier.urihttp://hdl.handle.net/2164/10939
dc.language.isoeng
dc.relation.ispartofProceedings of the 2nd International Summer Symposium JSCEen
dc.titlePrediction of traffic-induced vibration using 3D bridge model and consideration of influence of bridge structural properties on responseen
dc.typeBook itemen

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