01614nam a2200289 c 4500001001300000005001500013008004100028040001100069041001300080052003300093245020600126300002200332545010100354545010100455545010100556545010400657653021300761700001900974700004800993700004801041700001401089773015101103900001801254900001601272900001701288900001901305KSI00090839820140207140401130923s2013    ulk           000   kor    a0110010 akorbeng01a532.205b한621ㅎㄱc14(4)00a해상풍력시스템의 거동 해석을 위한 지반의 연성효과 고려방안 =x(The) effect of flexibility for the offshore wind turbine system /d최창호,e한진태,e조삼덕,e장영은  ap. 59-66 ;c28 cm  a최창호, Korea Institute of Construction technology Geotechnical engineering Research Division  a한진태, Korea Institute of Construction technology Geotechnical engineering Research Division  a조삼덕, Korea Institute of Construction technology Geotechnical engineering Research Division  a장영은, University of Science & Technology Department of Geospace engineeringbyejang@kict.re.kr  a해상풍력기초a지반-기초구조물 상호작용aCoupled spring 모델aWinkler spring 모델aOffshore wind turbine foundationaSoil-foundation interactionaCoupled spring modelaWinkler spring model1 a최창호4aut1 a한진태,g韓軫泰,d1976-0KAC2017560831 a조삼덕,g趙三德,d1957-0KAC2017017881 a장영은0 t한국지반환경공학회논문집.d한국지반환경공학회.g14권 4호(2013년 4월), p. 59-66q14:4<59w(011001)KSE200100463,x1598-082010aChoi, Changho10aHan, Jintae10aCho, Samdeok10aJang, Youngeun