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dc.contributor.authorDassanayake, DT
dc.contributor.authorAntonini, A
dc.contributor.authorPappas, A
dc.contributor.authorRaby, Alison
dc.contributor.authorBrownjohn, JMW
dc.contributor.authorD’Ayala, D
dc.date.accessioned2021-08-18T09:42:34Z
dc.date.available2021-08-18T09:42:34Z
dc.date.issued2021-01-06
dc.identifier.issn2077-1312
dc.identifier.issn2077-1312
dc.identifier.otherARTN 55
dc.identifier.urihttp://hdl.handle.net/10026.1/17605
dc.description.abstract

<jats:p>The survivability analysis of offshore rock lighthouses requires several assumptions of the pressure distribution due to the breaking wave loading (Raby et al. (2019), Antonini et al. (2019). Due to the peculiar bathymetries and topographies of rock pinnacles, there is no dedicated formula to properly quantify the loads induced by the breaking waves on offshore rock lighthouses. Wienke’s formula (Wienke and Oumeraci (2005) was used in this study to estimate the loads, even though it was not derived for breaking waves on offshore rock lighthouses, but rather for the breaking wave loading on offshore monopiles. However, a thorough sensitivity analysis of the effects of the assumed pressure distribution has never been performed. In this paper, by means of the Wolf Rock lighthouse distinct element model, we quantified the influence of the pressure distributions on the dynamic response of the lighthouse structure. Different pressure distributions were tested, while keeping the initial wave impact area and pressure integrated force unchanged, in order to quantify the effect of different pressure distribution patterns. The pressure distributions considered in this paper showed subtle differences in the overall dynamic structure responses; however, pressure distribution #3, based on published experimental data such as Tanimoto et al. (1986) and Zhou et al. (1991) gave the largest displacements. This scenario has a triangular pressure distribution with a peak at the centroid of the impact area, which then linearly decreases to zero at the top and bottom boundaries of the impact area. The azimuthal horizontal distribution was adopted from Wienke and Oumeraci’s work (2005). The main findings of this study will be of interest not only for the assessment of rock lighthouses but also for all the cylindrical structures built on rock pinnacles or rocky coastlines (with steep foreshore slopes) and exposed to harsh breaking wave loading.</jats:p>

dc.format.extent55-55
dc.languageen
dc.language.isoen
dc.publisherMDPI
dc.subjectbreaking wave loading
dc.subjectimpact pressure distributions
dc.subjectoffshore vertical cylinders
dc.subjectlighthouses
dc.subjectSTORMLAMP project
dc.titleInfluence of the Spatial Pressure Distribution of Breaking Wave Loading on the Dynamic Response of Wolf Rock Lighthouse
dc.typejournal-article
dc.typeJournal Article
plymouth.author-urlhttps://www.webofscience.com/api/gateway?GWVersion=2&SrcApp=PARTNER_APP&SrcAuth=LinksAMR&KeyUT=WOS:000610352500001&DestLinkType=FullRecord&DestApp=ALL_WOS&UsrCustomerID=11bb513d99f797142bcfeffcc58ea008
plymouth.issue1
plymouth.volume9
plymouth.publication-statusPublished online
plymouth.journalJournal of Marine Science and Engineering
dc.identifier.doi10.3390/jmse9010055
plymouth.organisational-group/Plymouth
plymouth.organisational-group/Plymouth/Admin Group - REF
plymouth.organisational-group/Plymouth/Admin Group - REF/REF Admin Group - FoSE
plymouth.organisational-group/Plymouth/Faculty of Science and Engineering
plymouth.organisational-group/Plymouth/Faculty of Science and Engineering/School of Engineering, Computing and Mathematics
plymouth.organisational-group/Plymouth/REF 2021 Researchers by UoA
plymouth.organisational-group/Plymouth/REF 2021 Researchers by UoA/UoA12 Engineering
plymouth.organisational-group/Plymouth/Users by role
plymouth.organisational-group/Plymouth/Users by role/Academics
plymouth.organisational-group/Plymouth/Users by role/Researchers in ResearchFish submission
dcterms.dateAccepted2020-12-26
dc.rights.embargodate2021-8-25
dc.identifier.eissn2077-1312
dc.rights.embargoperiodNot known
rioxxterms.funderEPSRC
rioxxterms.identifier.projectSTORMLAMP - STructural behaviour Of Rock Mounted Lighthouses At the Mercy of imPulsive waves
rioxxterms.versionofrecord10.3390/jmse9010055
rioxxterms.licenseref.urihttp://www.rioxx.net/licenses/all-rights-reserved
rioxxterms.licenseref.startdate2021-01-06
rioxxterms.typeJournal Article/Review
plymouth.funderSTORMLAMP - STructural behaviour Of Rock Mounted Lighthouses At the Mercy of imPulsive waves::EPSRC
plymouth.funderSTORMLAMP - STructural behaviour Of Rock Mounted Lighthouses At the Mercy of imPulsive waves::EPSRC


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