Reduction of hydroelastic responses of a very-long floating structure by a floating oscillating-water-column breakwater system
The hydroelastic responses of a very-long floating structure (VLFS) placed behind a reverse T-shape freely floating breakwater with a built-in oscillating water column (OWC) chamber are analyzed in two dimensions. The Bernoulli–Euler beam equation is coupled with the equations of rigid and elastic m...
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| Veröffentlicht in: | Ocean engineering 2006-04, Vol.33 (5), p.610-634 |
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| container_title | Ocean engineering |
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| creator | Hong, D.C. Hong, S.Y. Hong, S.W. |
| description | The hydroelastic responses of a very-long floating structure (VLFS) placed behind a reverse T-shape freely floating breakwater with a built-in oscillating water column (OWC) chamber are analyzed in two dimensions. The Bernoulli–Euler beam equation is coupled with the equations of rigid and elastic motions of the breakwater and the VLFS. The interaction of waves between the floating rigid breakwater and the elastic VLFS is formulated in a consistent manner. It has been shown numerically that the structural deflections of the VLFS can be reduced significantly by a suitably designed reverse T-shape floating breakwater. |
| doi_str_mv | 10.1016/j.oceaneng.2005.06.005 |
| format | Article |
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The Bernoulli–Euler beam equation is coupled with the equations of rigid and elastic motions of the breakwater and the VLFS. The interaction of waves between the floating rigid breakwater and the elastic VLFS is formulated in a consistent manner. It has been shown numerically that the structural deflections of the VLFS can be reduced significantly by a suitably designed reverse T-shape floating breakwater.</description><identifier>ISSN: 0029-8018</identifier><identifier>EISSN: 1873-5258</identifier><identifier>DOI: 10.1016/j.oceaneng.2005.06.005</identifier><identifier>CODEN: OCENBQ</identifier><language>eng</language><publisher>Amsterdam: Elsevier Ltd</publisher><subject>Applied sciences ; Buildings. Public works ; Computation methods. Tables. Charts ; Equations of rigid and elastic motions ; Exact sciences and technology ; Floating reverse T-shape breakwater ; Hydraulic constructions ; Oscillating water column (OWC) ; Port facilities and coastal structures. 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The Bernoulli–Euler beam equation is coupled with the equations of rigid and elastic motions of the breakwater and the VLFS. The interaction of waves between the floating rigid breakwater and the elastic VLFS is formulated in a consistent manner. It has been shown numerically that the structural deflections of the VLFS can be reduced significantly by a suitably designed reverse T-shape floating breakwater.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Equations of rigid and elastic motions</subject><subject>Exact sciences and technology</subject><subject>Floating reverse T-shape breakwater</subject><subject>Hydraulic constructions</subject><subject>Oscillating water column (OWC)</subject><subject>Port facilities and coastal structures. Lighthouses and beacons</subject><subject>Reduction of hydroelastic responses</subject><subject>Structural analysis. Stresses</subject><subject>Very-long floating structure (VLFS)</subject><issn>0029-8018</issn><issn>1873-5258</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2006</creationdate><recordtype>article</recordtype><recordid>eNqFkE9v1DAQxS0EEkvhK6Bc4JYwTmLHuYEq_kmVkBCcLccZFy9Ze_E4rXLhs-PttnBEPrzR-Pdm7MfYSw4NBy7f7Jto0QQM100LIBqQTZFHbMfV0NWiFeox2wG0Y62Aq6fsGdEeAKSEbsd-f8V5tdnHUEVX_djmFHExlL2tEtIxBkI63ZjqBtNWLzFcV26JJvtSUE7Fuyaspq0Qf_uRrF-Wu7q-NRlTbeOyHkI1JTQ_7zoVbZTx8Jw9cWYhfHGvF-z7h_ffLj_VV18-fr58d1XbbuhyLeQo50FNbpha18PgJqEkd9JaOfKuF9LNXEhTjpVt3zkwCGrEsVDGKjd1F-z1ee4xxV8rUtYHTxbLIwPGlTQfeil70RZQnkGbIlFCp4_JH0zaNAd9ilvv9UPc-hS3BqmLFOOr-w2GrFlcMsF6-ucehFCj4IV7e-awfPfGY9IlLAwWZ5_QZj1H_79VfwDHoZy_</recordid><startdate>20060401</startdate><enddate>20060401</enddate><creator>Hong, D.C.</creator><creator>Hong, S.Y.</creator><creator>Hong, S.W.</creator><general>Elsevier Ltd</general><general>Elsevier</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TN</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>L.G</scope></search><sort><creationdate>20060401</creationdate><title>Reduction of hydroelastic responses of a very-long floating structure by a floating oscillating-water-column breakwater system</title><author>Hong, D.C. ; Hong, S.Y. ; Hong, S.W.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c373t-5696d78bf7b2f407fb5861f6cc6913456fd156a6a6c6243f0ae089e9586ac8fb3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2006</creationdate><topic>Applied sciences</topic><topic>Buildings. 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Stresses</topic><topic>Very-long floating structure (VLFS)</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Hong, D.C.</creatorcontrib><creatorcontrib>Hong, S.Y.</creatorcontrib><creatorcontrib>Hong, S.W.</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Hong, D.C.</au><au>Hong, S.Y.</au><au>Hong, S.W.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Reduction of hydroelastic responses of a very-long floating structure by a floating oscillating-water-column breakwater system</atitle><jtitle>Ocean engineering</jtitle><date>2006-04-01</date><risdate>2006</risdate><volume>33</volume><issue>5</issue><spage>610</spage><epage>634</epage><pages>610-634</pages><issn>0029-8018</issn><eissn>1873-5258</eissn><coden>OCENBQ</coden><abstract>The hydroelastic responses of a very-long floating structure (VLFS) placed behind a reverse T-shape freely floating breakwater with a built-in oscillating water column (OWC) chamber are analyzed in two dimensions. 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| ispartof | Ocean engineering, 2006-04, Vol.33 (5), p.610-634 |
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| language | eng |
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| source | Access via ScienceDirect (Elsevier) |
| subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts Equations of rigid and elastic motions Exact sciences and technology Floating reverse T-shape breakwater Hydraulic constructions Oscillating water column (OWC) Port facilities and coastal structures. Lighthouses and beacons Reduction of hydroelastic responses Structural analysis. Stresses Very-long floating structure (VLFS) |
| title | Reduction of hydroelastic responses of a very-long floating structure by a floating oscillating-water-column breakwater system |
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