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dc.contributor.authorM. M. Abdel Wahab
dc.contributor.authorG. De Roeck
dc.date.accessioned2017-05-08T21:24:41Z
dc.date.available2017-05-08T21:24:41Z
dc.date.copyrightNovember 1998
dc.date.issued1998
dc.identifier.other%28asce%291084-0702%281998%293%3A4%28159%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/50410
dc.description.abstractThis paper describes different dynamic tests carried out on three bridges, B14, B15, and B13, over highway E19, which connects Brussels and Antwerpen in Belgium. Different excitation types are considered: a drop weight, a heavy truck on the bridge, and ambient vibrations mainly due to the traffic under the bridge. Finite-element models are constructed to support and verify the dynamic measurements. The modal parameters are extracted from the response time series using the data dependent system approach. A vector autoregressive model is developed and successfully applied to the measured responses in time domain. Good correlation between the finite-element simulations and the experiments is obtained.
dc.publisherAmerican Society of Civil Engineers
dc.titleDynamic Testing of Prestressed Concrete Bridges and Numerical Verification
dc.typeJournal Paper
dc.journal.volume3
dc.journal.issue4
dc.journal.titleJournal of Bridge Engineering
dc.identifier.doi10.1061/(ASCE)1084-0702(1998)3:4(159)
dc.treeJournal of Bridge Engineering:;1998:;Volume ( 003 ):;issue: 004
dc.contenttypeFulltext


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