Resonant response of spar-type floating platform in coupled heave and pitch motion
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choi, E. Y. | - |
dc.contributor.author | Cho, J. R. | - |
dc.contributor.author | Jeong, W. B. | - |
dc.date.available | 2020-07-10T04:29:12Z | - |
dc.date.created | 2020-07-06 | - |
dc.date.issued | 2018-03-10 | - |
dc.identifier.issn | 1225-4568 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/3913 | - |
dc.description.abstract | In this paper, the resonance response of spar-type floating platform in coupled heave and pitch motion is investigated using a CPU time-effective numerical method. A coupled nonlinear 2-DOF equation of motion is derived based on the potential wave theory and the rigid-body hydrodynamics. The transient responses are solved by the fourth-order RungeKutta (RK4) method and transformed to the frequency responses by the digital Fourier transform (DFT), and the first-order approximation of heave response is analytically derived. Through the numerical experiments, the theoretical derivation and the numerical formulation are verified from the comparison with the commercial software AQWA. And, the frequencies of resonance arising from the nonlinear coupling between heave and pitch motions are investigated and justified from the comparison with the analytically derived first-order approximation of heave response. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | TECHNO-PRESS | - |
dc.subject | DYNAMIC-RESPONSE | - |
dc.title | Resonant response of spar-type floating platform in coupled heave and pitch motion | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Cho, J. R. | - |
dc.identifier.doi | 10.12989/sem.2018.65.5.513 | - |
dc.identifier.scopusid | 2-s2.0-85049181536 | - |
dc.identifier.wosid | 000429489200002 | - |
dc.identifier.bibliographicCitation | STRUCTURAL ENGINEERING AND MECHANICS, v.65, no.5, pp.513 - 521 | - |
dc.relation.isPartOf | STRUCTURAL ENGINEERING AND MECHANICS | - |
dc.citation.title | STRUCTURAL ENGINEERING AND MECHANICS | - |
dc.citation.volume | 65 | - |
dc.citation.number | 5 | - |
dc.citation.startPage | 513 | - |
dc.citation.endPage | 521 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.identifier.kciid | ART002321408 | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.description.journalRegisteredClass | kci | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.relation.journalWebOfScienceCategory | Engineering, Mechanical | - |
dc.subject.keywordPlus | DYNAMIC-RESPONSE | - |
dc.subject.keywordAuthor | spar-type floating platform | - |
dc.subject.keywordAuthor | heave and pitch motions | - |
dc.subject.keywordAuthor | coupled nonlinear equations | - |
dc.subject.keywordAuthor | coupled resonance response | - |
dc.subject.keywordAuthor | resonance frequencies | - |
dc.subject.keywordAuthor | first-order approximation | - |
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