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dc.contributor.authorBrownjohn, JMW
dc.contributor.authorRaby, A
dc.contributor.authorBassitt, J
dc.contributor.authorAntonini, A
dc.contributor.authorHudson, E
dc.contributor.authorDobson, P
dc.date.accessioned2018-10-01T12:32:43Z
dc.date.issued2018-08-02
dc.description.abstractIconic lighthouses constructed on offshore reefs around the British Isles in the 19th century continue to play a crucial role in safe navigation, but the longevity of these historical structures is threatened by extreme weather. A program of experimental dynamic investigations has been carried out to support characterisation of extreme impulsive breaking wave loads on these structures, using monitored response data. This paper describes the procedures and outcomes of this program, which included modal tests of a collection of six of these lighthouses between June 2016 and October 2017. Five of the six lighthouses tested (Les Hanois, Wolf Rock, Longships, Bishop Rock and Eddystone) feature a 20th century metal helideck atop a 19th century masonry tower, with a Scottish lighthouse (Dubh Artach) being the exception that provides baseline behaviour of a relatively simple tower. All the masonry towers are imperfectly axisymmetric to some degree and all present logistical challenges for experimental work as they can only be accessed by helicopter flights subject to severe weather and time constraints. Against such challenges it was possible to identify key modal parameters, and to highlight some interesting effects due to symmetry and helideck retrofit. Notable findings were that most important modes have frequencies ranging between 4 Hz and 7 Hz and modal masses as low as ∼200 t. The rarely investigated effect of imperfect axisymmetry on forced vibration testing is studied, along with the introduction of additional modes due to retrofitted helideck. The implications of these effects on experimental modal analysis from forced vibration test data is illustrated. Finally, accelerations recorded on Wolf Rock Lighthouse during the 2017–2018 winter storm season show the modal test data can be used to infer breaking wave modal impulses up to 8 kNs.en_GB
dc.description.sponsorshipThe research has been supported by EPSRC (grant references EP/N022947/1, EP/N022955/1 and EP/NO23285/1) and the UK General Lighthouse Authorities.en_GB
dc.identifier.citation,Vol. 62, pp. 1 - 22en_GB
dc.identifier.doi10.1016/j.marstruc.2018.07.001
dc.identifier.urihttp://hdl.handle.net/10871/34160
dc.language.isoenen_GB
dc.publisherElsevier / International Ship and Offshore Structures Congressen_GB
dc.rights© 2018 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (http://creativecommons.org/licenses/BY/4.0/)en_GB
dc.subjectLighthouse condition assessment systemen_GB
dc.subjectIdentificationen_GB
dc.subjectForced vibrationen_GB
dc.subjectOperational modal analysisen_GB
dc.titleExperimental modal analysis of British rock lighthousesen_GB
dc.typeArticleen_GB
dc.date.available2018-10-01T12:32:43Z
dc.identifier.issn0951-8339
dc.descriptionThis is the final version of the article. Available from Elsevier via the DOI in this record.en_GB
dc.identifier.journalMarine Structuresen_GB


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