In reality, the mono-pile foundation system of OWT (Offshore Wind Turbine) can be damaged due to uncertainties and variations in both ocean environmental loadings and/or soil resistance around the foundation. In other words, the uncertainty parameters directly influence the safety, the performance and the structural behavior of a structure. In this study, a laterally loaded mono-pile foundation for OWT structure is considered to examine the degree of influence of uncertainties in the pile-soil system of the structure by an accurate and practical reliability assessment approach.

• Le, Trung Chien(Master Course Student, Chonnam Nat'l University) | 리 트렁 치엔
• Kang, Choonghyun(Senior Research, Chonnam Nat’l University) | 강충현
• Park, Jae-Hyun(Research Fellow, KICT, Geotech. Eng'g Research Institute) | 박재현
• Kwak, Kiseok(Senior Research Fellow, KICT, Geotech. Eng'g Research Institute) | 곽기석
• Huh, Jungwon(P rofessor, Chonnam Nat'l University) | 허정원