TLP (Tension Leg Platform) is the marine structure for the buckling evaluated to ensure the safety. ABAQUS program was conducted the buckling of TLP. A global model which simulated entire TLP structure has too many elements. This leads a large consumption of time and the hardware for analysis. Therefore, dividing the global model into the detailed models and the local models are significant. In this study, the buckling strength evaluation of the TLP structure members was proceed via non linear finite element analysis presented in DNV-RP-C208.

• 김소의(정회원, 고려대학교, 건축사회환경공학과, 석사과정) | Kim, Soye
• 유일환(정회원, 고려대학교, 건축사회환경공학과, 박사과정) | You, Ilhwan
• 문연수(정회원, 고려대학교, 건축사회환경공학과, 석사과정) | Moon, Yeonsoo
• 주홍길(정회원, 고려대학교, 건축사회환경공학과, 박사과정) | Zhu, Xingji
• 지광습(정회원, 고려대학교, 건축사회환경공학과, 정교수) | Zi, Goangseup