지원사업
학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
커뮤니티
연구자들이 자신의 연구와 전문성을 널리 알리고, 새로운 협력의 기회를 만들 수 있는 네트워킹 공간이에요.
논문 기본 정보
- 자료유형
- 학위논문
- 저자정보
- 지도교수
- 마호성
- 발행연도
- 2020
- 저작권
- 호서대학교 논문은 저작권에 의해 보호받습니다.
이용수1
이 논문의 연구 히스토리 (2)
- 이 논문의 후속연구가 궁금하신가요?
- 연관 학술논문 또는 학술발표를 통해 보다 발전된 연구결과를 확인하실 수 있습니다.
- 이 논문의 연구 히스토리 확인하기
초록· 키워드
오류제보하기
Dynamic responses of a submerged deck under incoming waves are evaluated and the parametric analysis are conducted to see the dynamic characteristic of the submerged decks with different support conditions. Four support conditions considered are 1) simply supported; 2) overhanging; 3) fixed ends; and 4) one fixed support at the middle. The wave forces are calculated and applied to the deck using the linear wave theory. The sequential procedure to apply the moving wave forces passing the deck is proposed and examined.
The proposed procedure is found to work properly for applying the wave forces upon the given submerged deck. The effects of various components such as wave lengths, wave periods and wave heights are thoroughly examined for all the structures with different support conditions.
It is found that the maximum displacements occur under waves with rather long wave lengths and short periods. The simply supported deck shows this trends more clearly than the structures with any other support condition. It is suggested that the more response evaluations of deck with various span lengths would be needed to generalize the response trend under incoming wave excitations.
The proposed procedure is found to work properly for applying the wave forces upon the given submerged deck. The effects of various components such as wave lengths, wave periods and wave heights are thoroughly examined for all the structures with different support conditions.
It is found that the maximum displacements occur under waves with rather long wave lengths and short periods. The simply supported deck shows this trends more clearly than the structures with any other support condition. It is suggested that the more response evaluations of deck with various span lengths would be needed to generalize the response trend under incoming wave excitations.
목차
등록된 정보가 없습니다.
최근 본 자료
댓글(0)
0