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dc.contributor.authorChen, Yuanchang
dc.contributor.authorJoffre, Dagny
dc.contributor.authorAvitabile, Peter
dc.date.accessioned2019-02-28T11:10:11Z
dc.date.available2019-02-28T11:10:11Z
dc.date.copyright5/3/2018 12:00:00 AM
dc.date.issued2018
dc.identifier.issn1048-9002
dc.identifier.othervib_140_05_051016.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4253412
dc.description.abstractExpansion of real-time operating data from limited measurements to obtain full-field displacement data has been performed for structures in air. This approach has shown great success, and its main advantage is that the applied forces do not need to be identified. However, there are applications where structures may be immersed in water and the full-field real-time response may be needed for design and structural health assessments. This paper presents the results of a structure submersed in water to identify full-field response using only a handful of measured data. The same approach is used to extract the full-field displacements, and the results are compared to the actual full-field measured response. The advantage of this approach is that the force does not need to be identified and, most importantly, the damping and fluid–structure interaction does not need to be identified in order to perform the expansion. The results show excellent agreement with the measured data.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleUnderwater Dynamic Response at Limited Points Expanded to Full-Field Strain Response
dc.typeJournal Paper
dc.journal.volume140
dc.journal.issue5
dc.journal.titleJournal of Vibration and Acoustics
dc.identifier.doi10.1115/1.4039800
dc.journal.fristpage51016
dc.journal.lastpage051016-9
dc.treeJournal of Vibration and Acoustics:;2018:;volume( 140 ):;issue: 005
dc.contenttypeFulltext


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