과도 수파중의 복합 실린더에 작용하는 쇄파력에 관한 연구
DC Field | Value | Language |
---|---|---|
dc.contributor.author | 李相吉 | - |
dc.date.accessioned | 2017-02-22T05:50:44Z | - |
dc.date.available | 2017-02-22T05:50:44Z | - |
dc.date.issued | 2001 | - |
dc.date.submitted | 56797-10-27 | - |
dc.identifier.uri | http://kmou.dcollection.net/jsp/common/DcLoOrgPer.jsp?sItemId=000002173795 | ko_KR |
dc.identifier.uri | http://repository.kmou.ac.kr/handle/2014.oak/8680 | - |
dc.description.abstract | When the very large offshore structures are constructed at sea, the site has a various wave in which the physical phenomena are very complicated. But most research on the wave force of the very large offshore structures are carried out on linear wave force. Because of the complexity of analysis and difficulties of measurement. To get more realistic estimations of force on offshore structures in real sea, it is necessary to consider the effects of nonlinear water waves. Some research has been carried out analysis of transient waves to consider breaking waves. However, almost all of the simulations to transient waves are very complicated and difficult because of taking measurements. This paper first presents easier simulation to transient wave. Second, It compares wave force based on the 3-D source distribution method and measured in breaking waves. A numerical procedure is described for predicting the wave force of cylinders by the 3-D source distribution method. As well as, to analysis of irregular wave, carried out a convolution integral with a response impulse function which is to take inverse FFT the wave exciting force in frequency domain. And transient wave is solved from linear Airy wave theory and based on combining an energy transmission velocity and a wave phase velocity. This formula applies to any water depth, because this formula includes linear dispersion relationship. When the 3-D source distribution method is used to calculate the wave force and generated by breaking wave meets the very large floating body, the resulting figures are smaller than the real wave force. | - |
dc.description.tableofcontents | Abstract = ⅰ Nomenclature = ⅳ List of Tables = ⅵ List of Figures = ⅶ 1. 서론 = 1 1.1 연구 배경 = 1 1.2 기존의 연구 = 1 1.3 연구의 내용 = 2 2. 해양구조물에 작용하는 비선형 유체력 해석 = 3 2.1 비선형 유체력 및 파강제력 = 3 2.2 자유표면 경계조건 = 4 2.3 물체표면 경계조건 = 7 2.4 경계치 문제와 유체력 = 12 2.5 파강제력과 전달함수 = 15 3. 시간 영역에서의 파강제력 = 21 4. 이론계산 및 모형 = 25 4.1 계산 및 실험모형 = 25 4.2 특이점분포법에의한 1차 파강제력 = 27 4.3 각 모델에 대한 임펄스 응답함수 = 29 5 실험 = 30 5.1 과도수파 = 30 5.2 과도수파 재현 = 32 5.3 실험 데이터 처리 = 34 5.4 실제로 재현된 파형 = 35 5.5 측정된 파력과 이론에서 구해진 파력 비교 = 44 5.5.1 모델Ⅰ = 45 5.5.2 모델Ⅱ = 47 5.5.3 실험 분석 = 49 6. 결론 = 50 References = 51 참고. Haskind 공식 = 53 | - |
dc.publisher | 한국해양대학교 대학원 | - |
dc.title | 과도 수파중의 복합 실린더에 작용하는 쇄파력에 관한 연구 | - |
dc.title.alternative | (A) Research about the Wave Force on Cylinders in Transient Waves | - |
dc.type | Thesis | - |
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