Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/58934
Registo completo
Campo DC | Valor | Idioma |
---|---|---|
dc.contributor.author | Arkal, V. H. | por |
dc.contributor.author | Mohan, S. | por |
dc.contributor.author | Pinho, José L. S. | por |
dc.contributor.author | Sharhabeel, P. S. | por |
dc.date.accessioned | 2019-02-05T10:42:40Z | - |
dc.date.issued | 2018-03 | - |
dc.date.submitted | 2018-10 | - |
dc.identifier.citation | Arkal V. H., Mohan S., Pinho J. L. S., Sharhabeel P. S. Physical model studies on the stability of emerged seaside perforated semicircular breakwaters, Indian Journal of Geo-Marine Sciences, Vol. 47, Issue 3, pp. 681-685, 0379-5136, 2018 | por |
dc.identifier.issn | 0379-5136 | por |
dc.identifier.uri | https://hdl.handle.net/1822/58934 | - |
dc.description.abstract | Present study discusses experiments conducted in a two dimensional monochromatic wave flume to determine the critical (minimum) weight required to resist the sliding of an emerged seaside perforated semicircular breakwater model. It is observed from a detailed review that there is hardly any literature, stressing the critical weight determination for the sliding stability of this breakwater type. Hence, the present research was taken up to study the variations in the critical weight required for sliding stability with different wave and structural specific parameters. The variations were recorded graphically using non-dimensional parameters obtained from a dimensional analysis using Buckingham?s ? theorem. | por |
dc.language.iso | eng | por |
dc.publisher | National Institute of Science Communication and Information Resources (NISCAIR) | por |
dc.rights | restrictedAccess | por |
dc.subject | ANFIS | por |
dc.subject | ANN | por |
dc.subject | Below the data range | por |
dc.subject | Semicircular breakwater | por |
dc.subject | Wave reflection | por |
dc.subject | Incident wave steepness | por |
dc.subject | Dimensionless stability parameter | por |
dc.subject | Dimensionless depth parameter | por |
dc.subject | Buckingham pi theorem | por |
dc.subject | Sliding stability | por |
dc.title | Physical model studies on the stability of emerged seaside perforated semicircular breakwaters | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
dc.relation.publisherversion | http://nopr.niscair.res.in/handle/123456789/44113 | por |
dc.comments | http://ctac.uminho.pt/node/2875 | por |
oaire.citationStartPage | 681 | por |
oaire.citationEndPage | 685 | por |
oaire.citationIssue | 3 | por |
oaire.citationTitle | Indian Journal of Geo-Marine Sciences | - |
oaire.citationVolume | 47 | por |
dc.date.updated | 2019-02-04T15:29:06Z | - |
dc.subject.fos | Engenharia e Tecnologia::Engenharia Civil | por |
dc.description.publicationversion | info:eu-repo/semantics/publishedVersion | por |
dc.subject.wos | Science & Technology | por |
sdum.journal | Indian Journal of Geo-Marine Sciences | por |
Aparece nas coleções: | C-TAC - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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2875-IJMS 47(3) 681-685.pdf Acesso restrito! | 348,54 kB | Adobe PDF | Ver/Abrir |