ScholarWorks@KOREA RESEARCH INSTITUTE OF SHIPS & OCEAN ENGINEERING: Lee, Kang su

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Lee, Kang su (이강수)

친환경해양개발연구본부

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Tel 042-866-3351
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Floatover installation:5||Floatover:3||Wave energy converter:3||Impact:2||Hybrid Power Generation Platform:2||fracture strain:2||Mooring:2||coupled analysis:2||Plastic strain:2||Sensitivity analysis:2||loading path:2||Hybrid power generation:2||ductile fracture:2||Topside:2||DTV:2||플로트오버 설치:2||Lode angle:2||Jacket:2||Design of experiments:2||Ductile fracture:2||Floating offshore wind turbine:2||Parametric study:2||HOBEM:2||Average stress triaxiality:1||Average stress triaxiality 평균 응력 삼축비:1||Axially magnetized permanent magnet (AMPM):1||Bending stress:1||Best design case:1||Blade Element Momentum Theory:1||BoxBehnken design method:1||BoxBehnken 설계법:1||Burner fire:1||Collision:1||Composites:1||Computational Fluid Dynamics:1||Conceptual Design:1||Conceptual design:1||Connection condition:1||Cooperation operation:1||Corrosion wastage:1||Coupled Analysis:1||Coupled analysis:1||Current effect:1||Curve Fitting 곡선보정:1||DSSE fracture strain model (DSSE 파단 변형률 모델):1||Damage indicator:1||Damping plate:1||Deck support frame structure:1||Density method:1||Design of experiment:1||Design optimization:1||Design sensitivity analysis:1||Detachable mooring system:1||Dimension reduction:1||Displacement measurement:1||Docking:1||Domain of shelltosolid equivalence:1||Dropped object:1||Dual crane barge:1||Dual crane operation:1||Ductile fracture (연성 파단):1||Dynamic Effect:1||Dynamic analysis:1||Dynamic response:1||Dynamic response characteristic:1||Elastomer:1||Elastomer 탄성체:1||Elastomeric pad:1||Engine condition monitoring:1||Epistemic uncertainty:1||Equivalent beam:1||Experimental design:1||Experimental validation:1||FEM:1||FPSO:1||Failure:1||Fatigue Analysis:1||Fatigue analysis:1||Fatigue damage:1||Fatigue load:1||Fender:1||Fibers:1||Finite element method:1||Fire Safety Assessment:1||Fire Simulation:1||Fire experiment:1||Fire loads:1||Fixed offshore structure:1||Fixed structure:1||Fixed type substructure:1||Floating crane vessel:1||Floating offshore wind:1||Floating offshore wind turbine(FOWT):1||Floating structure:1||Fluidstructure coupled analysis:1||Foalover installation:1||Force spectrum:1||Fracture model:1||Fracture strain surface 파단 변형률 평면:1||Gas temperature measurement:1||Heat Transfer Analysis:1||High order  boundary element method:1||Hitting probability:1||Homogenization design method:1||HosfordCoulomb fracture strain model (HosfordCoulomb 파단 변형률 모델):1||Hosfordcoulomb model:1||Hosford?Coulomb model:1||Hybrid Power Generation System:1||Hybrid system:1||Hybrid wind wave power generation:1||Hydraulic jacking system:1||Hydrodynamic analysis:1||Hydroelastic response:1||Hyperelastic material 초탄성 재료:1||Initial deflection:1||Inplace Analysis:1||Intermittent effect:1||Internal friction angle:1||Jacket structure:1||Kinematic displacement theory:1||LMU:1||Large Semisubmersible Platform:1||Leg Mating Unit:1||Leg mating unit:1||Limited number of test data:1||Line tension:1||Linearization coefficient:1||Load analysis:1||Lode angle parameter (로드각 파라미터):1||MW class floatingtype offshore wind turbine:1||Mating:1||Mating analysis:1||Metamodel:1||Model Test:1||Model confidence:1||Model test:1||Mooring System:1||Mooring Tension:1||Mooring tension:1||Morison analysis method:1||Morison force:1||Motion Response:1||Motion analysis:1||Motion measurement:1||Multibody analysis:1||Multibody dynamics simulation:1||Multilinked floating offshore structure:1||Multiple Wind Turbine Arrangement Design:1||Neural network:1||Nonlinear material model 비선형 재료모델:1||Ocean environment:1||Offshore Wind Turbine System:1||Offshore floating wind turbine:1||Offshore jacket structure panel:1||Offshore plants:1||Offshore structure:1||Offshore wind turbine:1||Orthogonal array design:1||Passive type deck support frame:1||Passivetype deck support frame:1||PileSoil Interaction:1||Pitch control:1||Power Cable:1||Power cable:1||Prestress effect:1||Pretension:1||Principal component analysis:1||Protective structure:1||Punch test 펀치 실험:1||Random seed:1||Rule Scantling:1||Rule scantling:1||Seafastening Structure:1||Seafastening structure:1||Seawater effect:1||Seawater fluid:1||Semisub:1||Sensitivity evaluation:1||Shell Element:1||Shell element:1||Ship collision and grounding:1||Soil properties:1||Springing response:1||Spudcan:1||Static analysis:1||Statistical model validation:1||Steel surface temperature measurement:1||Strength:1||Stress triaxiality:1||Stress triaxiality (응력 삼축비):1||Stretch ratio 신장률:1||Structural Design:1||Structural Reliability Analysis:1||Structural Response Analysis:1||Structural Safety Assessment:1||Structural Strength Evaluation:1||Structural design:1||Structural response:1||Structural strength evaluation:1||Structure:1||Subsea manifold:1||Surrogate model:1||Swell wave:1||SwiftVoce constitutive equation (SwiftVoce 구성 방정식):1||TLP motion:1||TestAnalysis Connection Technology:1||ThermalStructure Interaction Analysis:1||Thevenin equation:1||Time increments:1||Timevariant geometry and material properties:1||Topology optimization:1||Topsides Installation:1||Transportation Vessel:1||Tripod Substructure:1||Twoway FSI analysis:1||Ultimate longitudinal strength:1||Uncertainty quantification:1||Undrained shear strength:1||Unit weight:1||Unity check:1||Universal testing machine:1||VIM:1||VIV:1||Variable importance analysis:1||Vibration analysis:1||Wake Interference:1||Wave force:1||Wave impact pressure:1||Wave steepness:1||Waveinduced motion:1||Wavewind hybrid power generation system:1||Wind turbine:1||Wind turbine system:1||Wind turbine wake:1||Word:1||aerodynamic:1||average normalised lode angle:1||bearing capacity:1||breaking wave test:1||collision:1||cylindrical structure:1||damage evolution:1||damage indicator:1||design optimization:1||design sensitivity analysis:1||dynamic analysis:1||eddy current loss:1||enhancement:1||fairlead chain stopper (FCS):1||finite element analysis:1||floatover installation:1||floating breakwater:1||floating offshore platform:1||floating offshore wind turbine:1||floating photovoltaic system:1||floating structure:1||fluidstructure interaction:1||hammering test:1||hydrodynamic load:1||leg mating unit:1||linear machines:1||localized necking:1||low wind speed:1||mooring:1||motion analysis:1||motion spectrum:1||multibody system:1||nonproportional process:1||optimal:1||permanent magnet (PM) machines:1||permanent magnet (PM) shape:1||punching:1||reliability analysis:1||reliabilitybased design optimization:1||shell element:1||skew effect:1||soil stiffness:1||soilstructure interaction:1||stress triaxiality:1||structural damage:1||structural model test:1||structural response:1||submersible mooring pulley (SMP):1||tendon fatigue:1||transfer function:1||tubular machines:1||uncertainty:1||variable screening:1||vibrating frequency:1||wave impact:1||wave load reduction:1||yield surface:1||개념설계:1||계류 시스템:1||계류 장력:1||계류삭 장력:1||고정식 하부구조물:1||고차경계요소법:1||공력하중:1||구조손상:1||구조응답:1||균질화설계법:1||날개요소운동량이론:1||내부마찰각:1||능동형 DSF:1||다물체 동역학 시뮬레이션:1||다수 풍력터빈 배치 설계:1||단위 중량:1||대형 반잠수식 플랫폼:1||동적응답특성:1||모형시험:1||민감도 분석:1||민감도해석:1||밀도법:1||변수 선별:1||변수 중요도 분석:1||복합 발전 구조물:1||복합 발전 플랫폼:1||복합발전 시스템:1||부유식 방파제:1||부유식 해상풍력터빈:1||부유식 해양구조물:1||불확실성:1||비배수 전단강도:1||설계민감도해석:1||수동형 갑판 지지 프레임:1||신경망:1||신뢰성 기반 최적설계:1||신뢰성 해석:1||실린더구조물:1||실험 계획법:1||실험계획법:1||엔진 상태 진단:1||운동 응답:1||운동해석:1||위상최적화:1||유체구조 연성해석:1||유한요소법:1||전산유체역학:1||전응력효과:1||접수효과:1||주성분 분석:1||지반 특성:1||직교배열설계법:1||진동 분석:1||차원 축소:1||최상설계안:1||최적설계:1||탈착계류시스템:1||테브난 방정식:1||파랑충격:1||파랑하중 저감:1||파력풍력 복합발전 시스템:1||파워케이블:1||파일지반 상호작용:1||해상태양광 구조물:1||해상풍력발전시스템:1||해상풍력터빈:1||130m class fixedtype offshore platform:1||후류 간섭:1||130m급 고정식 해양구조물:1||2D partially submerged flat plate:1||2D wave tank test:1||2차원 수조시험:1||3D finite element analysis (FEA):1||3D metal printer:1||3D topology optimization:1||AEP:1||Accumulated damage (누적 손상):1||Active Jacking system:1||Active control:1||Active type DSF:1||Active type deck support frame:1||Aerohydro coupled analysis:1||Aerodynamic loads:1||Approximate design optimization:1||Approximate optimization:1||Atmospheric dynamics:1||Average Seastate Method:1||Average compressive strength:1||Average normalized Lode angle 평균 정규 로드각:1||Average seastate method:1||

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