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횡하중을 받는 모노파일 기초시스템의 응답 불확실성 평가
리트렁치엔 ( Le Trung Chien ),강충현 ( Kang Choonghyun ),박재현 ( Park Jae-hyun ),곽기석 ( Kwak Kiseok ),허정원 ( Huh Jungwon ) 한국구조물진단유지관리공학회 2017 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.21 No.1
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.