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OTEC 단지 구조물의 규칙파 중 운동응답 및 파랑하중 특성에 관한 모형시험 연구An Experimental Study on Motion Responses and Wave Loads acting on OTEC Complex

Other Titles
An Experimental Study on Motion Responses and Wave Loads acting on OTEC Complex
Authors
김남우남보우권용주정동호홍사영김현주
Issue Date
24-12월-2015
Publisher
한국해양과학기술원 부설 선박해양플랜트연구소
Keywords
OTEC Complex; Motion response; model test; run-up; sectional force
Citation
선박해양기술, v.1, no.56, pp 1 - 8
Pages
8
Journal Title
선박해양기술
Volume
1
Number
56
Start Page
1
End Page
8
URI
https://www.kriso.re.kr/sciwatch/handle/2021.sw.kriso/7993
ISSN
1225-987X
Abstract
This paper presents an experimental study on the motion response of OTEC complex in regular waves. Present OTEC complex consists of 10MW OTEC platform and utility substructures with living part and production part. Model tests with 1:60 scale ratio were carried out in ocean engineering basin of KRISO. Two different wave heading angles (180deg, 135deg) were considered under the regular wave conditions. Motion response and run-up results from the model test are compared with calculations using frequency-domain floating body analysis problem (AdFLOW). During the test, load cell of 6-axis components was used to measure the sectional force acting on the connector. Discussion is made on the sectional loads including shear forces and bending momens.
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친환경해양개발연구본부 > 심해공학연구센터 > Journal Articles
친환경해양개발연구본부 > 해수에너지연구센터 > Journal Articles

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