AbstractFor predicting the motion and structural responses of tension l eg platforms(TLPs) in regular waves, a numerical scheme is introduced. The numerical approach in this paper is based on a combination of the three dimensional source distribu tion method and the finite element method. The hydrodynamic interactions among TLP members , such as columns and pontoons, are included in the motion and structural response an alysis. The drag forces on the submerged slender members, which are proportional to the sq uare of relative velocity, are newly included in order to estimate the responses of member s with better accuracy. Comparisons with other's results verifies the works in this paper. ※Keywords: TLP(Tension Leg Platform; 인장계류식 해양구조물), Hydrodynamic interaction(유체역학적 상호간섭), Motion response(운동응답), Structural response(구조응답), Drag forces(항력) 1. 서론 최근 심해유전개발의 가속화는 부유식 해양구조물(Offshore floaters)에 대한 관심과 발주증가에 많이 기여하고 있다. 인장계류식 해양구조물(TLP)은 이러한 심해개발을 위한 대표적인 구조물중 하나이고, 실용화를 위한 많은 연구가 진행되어 왔