Earticle

초록

영어

Concrete pontoon of floating structure is transformed in accordance with wave loads. This transformation has an effect on the superstructure. As a result of depending on the stiffness variation of concrete pontoon and period of wave, moment of superstructure decreases according to the increasing stiffness of concrete pontoon, but the effect on the axial force is insignificant. If stiffness of concrete pontoon is same, moment of superstructure increases according to the increasing period of wave.

목차

Abstract
 1. 서론
 2. 플로팅 구조물의 개념
  2.1 하부 구조물
  2.2 상부 구조물 개념
 3. 강성변화와 파랑주기에 따른 플로팅 구조물 구조해석
  3.1. 해석 모델링 제원
  3.2 고유 모드 해석
  3.3 하부 구조물의 강성변화에 따른 하부 구조물의 변휘
  3.4 강성변화에 따른 부재 모멘트 비교 분석
 4. 결론
 참고문헌

저자

• 최지훈 [ Choi, Ji-Hun | 군산대학교 건축공학과 석사과정 ]
• 채지용 [ Chai, Ji-young | 군산대학교 건축공학과 석사 ]
• 박정아 [ Park, Jeong-Ah | 군산대학교 건축공학과 박사과정 ]
• 이영욱 [ Lee, Young-Wook | 군산대학교 건축공학과 교수 ]

참고문헌