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dc.contributor.authorMarzeddu, Andrea
dc.contributor.authorGironella Cobos, Xavier
dc.contributor.authorSánchez-Arcilla Conejo, Agustín
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Hidràulica, Marítima i Ambiental
dc.date.accessioned2013-05-22T15:48:53Z
dc.date.created2013
dc.date.issued2013
dc.identifier.citationMarzeddu, A.; Gironella, F.; Sanchez-Arcilla, A. Impulsive wave loads on rigid structure, an experimental approach. A: International Coastal Symposium. "International Coastal Symposium 2013 Book of abstracts". Plymouth: 2013, p. 332.
dc.identifier.urihttp://hdl.handle.net/2117/19375
dc.description.abstractWithin the European project ‘Hydralab IV’, HyRes we aim to improve the characterization of wave loads on rigid structures and the associated response by carrying out some laboratory experiments. Wave loads on rigid structures are divided into quasi static loads and impact loads. If the physics of quasi-static loads due to waves is well known, this cannot be said the same for wave impact loads. A comprehensive method to design maritime rigid structures under impact loads does not exist yet and the actual design method suggests avoiding scenarios where impact loads can take place. In the last decade, some laboratory experiments have been carried out; however some questions remain still unanswered. The use of different sensors can lead to significant changes in the results and an “exhaustive comparison” between dissimilar types of sensors has not been done yet. Even the magnitude of these forces can be underestimated during a laboratory test just for the choice of sample frequencies which are too low. This paper describes the experiments performed on a small scale flume at UPC on a scaled vertical breakwater in order to compare the results of pressure transducers and force load cells. Moreover, a high frequency sampler (up to 20 KHz) was used in order to understand the importance of sample frequency on the magnitude of the results. A simplified scenario has been set up in order to make the data analysis easier.
dc.format.extent1 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Nàutica::Enginyeria naval
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Enginyeria hidràulica, marítima i sanitària
dc.subjectÀrees temàtiques de la UPC::Enginyeria dels materials
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshMaterials--Dynamic testing.
dc.subject.lcshOffshore structures.
dc.subject.lcshWater waves.
dc.titleImpulsive wave loads on rigid structure, an experimental approach
dc.typeConference report
dc.subject.lemacEstructures marines -- Disseny i construcció
dc.subject.lemacOnades
dc.subject.lemacEstructures marines -- Models
dc.contributor.groupUniversitat Politècnica de Catalunya. LIM/UPC - Laboratori d'Enginyeria Marítima
dc.relation.publisherversionhttp://ics2013.org/papers/Paper4436_rev.pdf
dc.rights.accessRestricted access - publisher's policy
drac.iddocument12410555
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorMarzeddu, A.; Gironella, F.; Sanchez-Arcilla, A.
upcommons.citation.contributorInternational Coastal Symposium
upcommons.citation.pubplacePlymouth
upcommons.citation.publishedtrue
upcommons.citation.publicationNameInternational Coastal Symposium 2013 Book of abstracts
upcommons.citation.startingPage332
upcommons.citation.endingPage332


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