ScholarWorks@KOREA RESEARCH INSTITUTE OF SHIPS & OCEAN ENGINEERING: Hong, Sa Young

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Hong, Sa Young (홍사영)

친환경해양개발연구본부

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Tel 042-866-3930
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Model test:25||VLFS:21||FEM:13||CFD:13||Coupled analysis:11||model test:9||Hydroelasticity:8||FSRU:8||Finite element method:8||Wave impact:7||FPSO:7||Sloshing:6||Springing:6||Experiment:5||Turret:5||Mooring line:5||Damaged ship:5||Floating wind turbine:5||HOBEM:5||Slamming:4||Impact load:4||Drift force:4||Floating crane:4||hydroelasticity:4||Heave compensator:4||Whipping:4||Water impact:4||finite element method:4||wave impact:4||Ship motion:4||Hydroelastic response:4||Higherorder boundary element method:4||TLP:4||VOF:3||Ultralarge containership:3||Semisubmersible:3||lifting operation:3||Bow flare:3||Towline 예인줄:3||Mooring:3||Time domain analysis:3||Motion response:3||Boundary element method:3||direct method:3||time domain:3||Survivability:3||Roll motion:3||OWC:3||Array of spartype floaters:3||Focusing wave:3||sloshing:3||Breaking wave:3||Mating operation:3||Elastic connector:3||Multibody analysis:3||Tendon:3||nonlinear free surface:3||mode superposition:3||Barge 바지선:3||potential theory:2||LMU:2||Oscillating Duct Flow:2||Force Oscillation Model Test:2||Tower:2||Oscillating water column 진동수주:2||Chain:2||Dolphinfender Mooring System:2||runup:2||Pendulum:2||Towing stability:2||Crane installation:2||Towing stability 예인안정성:2||Pendulum wave energy converter:2||ship motion:2||Transmission and Reflection Coefficients:2||LNGC:2||Truncation modeling:2||FLNG:2||Lifting operation:2||Pneumatic damping:2||Pontoon:2||Breakwater:2||Pontoontype Structure:2||Pontoontype VLFS:2||VIV:2||Potential flow:2||Potential theory:2||time domain analysis:2||Gap flow:2||VOF method:2||Probability of Exceedance:2||Comparative study:2||Volumeoffluid (VOF) method　VOF법:2||Water of Finite Depth:2||Global performance:2||Global structural safety:2||Wave Energy Device:2||Radiationdiffraction Problem:2||Fatigue:2||wedge drop:2||Wave drift force:2||HOBEM (higherorder boundary element method):2||Localized finite element method 국소유한요소법:2||Wave energy absorber:2||Wave energy converter:2||Damage opening size 손상부 크기:2||Handover operation:2||Fatigue strength:2||Damage stability:2||BBDBtype Floating Breakwater:2||Wave force 파랑력:2||RoRo passenger:2||Behavior analysis:2||Wave load:2||Roll:2||Wave load 파랑하중:2||Wave loads:2||Wave power generation 파력발전:2||Rollback angle:2||MMG model:2||Finite volume method:2||Marina resort:2||Waveinduced motion 파랑운동:2||Maritime safety:2||Weather criterion:2||Weathervane:2||Wedge drop:2||Seabottom topography:2||Mode superposition:2||Wind power:2||Finite volume method (FVM) 유한체적법:2||Wire:2||Finiteelement method:2||Model Test:2||Slamming load:2||Helmholtz resonance:2||Modeling practice:2||Dynamic Response:2||Flexural rigidity:2||Mooring line tension:2||Dynamic Responses(동적응답):2||Shuttle tanker:2||Floating Structures(부유식 구조물):2||coupled analysis:2||Morison's formula:2||Motion:2||Connector:2||Floating body:2||Motion reduction structure:2||deepwater installation:2||Model experiment:2||drift force:2||Hinge Connection(힌지 접합):2||Spar:2||9node HOBEM:2||Spectral method:2||experiment:2||Multibody interaction:2||finite element method (FEM):2||Damper structure:2||finiteelement method:2||BEM:2||Spring Connection(스프링 접합):2||Eigenvalue analysis:2||Stability:2||Multiple floating body:2||Coupled dynamics:2||Deepwater installation:2||Hybrid scheme 하이브리드 기법:2||Catenary:2||Stiffness similitude:2||Stokes wave:2||Hydroelastic analysis.:2||Hydrodynamic interaction:2||Nonlinear Fender Characteristics Curve:2||Subsea equipment:2||Floating structure:2||Floating wave energy converter:2||Nonlinear free surface:2||Hydroelastic analysis:2||Hydroelastic responses:2||Novel structure:2||Tender semisubmersible:2||Catenary Mooring:2||hydroelastic responses:2||hydroelasticity analysis:2||Numerical simulation:2||Numerical simulations:2||Flooded ship 침수선박:2||Tension leg platform (TLP):2||Energy absorption 에너지흡수:2||Theoretical analysis:2||motion response:2||Impact measurement:2||Time Domain Numerical Simulation:2||Time domain:2||Flooding water:2||Catenary mooring lines:2||Flow in flooded compartment 침수 구획 내 유동:2||oscillating water column (OWC):2||Ocean basin experiment:2||Timedomain:2||Diffraction problem:2||Berthing:2||Irregular Wave:2||Irregular wave:2||Irregular waves:2||KVLCC2:2||Torsion measurement:2||Linear analysis:1||Linear and parabolic damping:1||Link connection:1||Linkage system:1||Linked breadwater:1||List angle:1||Load analysis:1||Load transfer stage:1||Load transfer unit:1||Local force:1||Local force 국부하중:1||Local frequency:1||Local wave forces:1||Location of OWC chamber:1||Lockin:1||Lowering:1||Lowering simulation:1||Lowering simulation 하강 시뮬레이션:1||Lumped method:1||MMG Model:1||MMG 모델:1||Mattype VLFS:1||Mode superposition method:1||Modesuperposition method:1||Model test 모형 시험:1||Moored body:1||Moored floating body:1||Mooring method:1||Mooring system:1||Morison equation:1||Morison equation 모리슨 식:1||Motion & acceleration at nacelle:1||Motion and acceleration at nacelle responses:1||Motion response 운동 응답:1||Motion 운동:1||Movable wave energy converter:1||Multibody hydrodynamic interaction:1||Multibody interactions:1||Multimodal behavior:1||Multitug operation:1||Multibody analysis:1||Multiple body interaction:1||Multiple links:1||NLOAD3D:1||Natural Mode:1||Naval Aircraft(함재기):1||NavierStokes:1||Ninenode discontinuous higher order boundary element method:1||Nonlinear FroudeKrylov:1||Nonlinear dynamics:1||Nonlinear restoring:1||Nonlinear strip method:1||Nonlinear wave force:1||Nonlinearities:1||Numerical analysis 수치 해석:1||Numerical sensitivity 수치 민감도:1||Numerical wave tank:1||OTEC:1||OTEC Complex:1||OWC (oscillating water column):1||OWC chamber:1||OWCtype breakwater:1||Ocean Basin:1||Ocean Thermal Energy Conversion(OTEC):1||Ocean thermal energy conversion(OTEC) 해수온도차발전:1||Offshore Structure 해양구조물:1||Offshore crane 해상 크레인:1||Offshore deck mating:1||Offshore vessels:1||Oil outflow:1||Oil outflow(기름유출):1||Operability:1||Oscillating water column (OWC):1||Overset grid:1||PD control:1||Pendulum dynamics:1||Performance:1||Performance assessment:1||Pipeline:1||Plate thickness:1||Plunging wave:1||Plunging waves:1||Pneumatic breakwater:1||Pontoon structure:1||Pontoontype structure:1||Pressure sensor:1||Probability of exceedance:1||Quay:1||RANS:1||RAO:1||RMAC:1||Radiation:1||Regular wave 규칙파:1||Regular waves:1||Relative wave:1||Relative wave elevation:1||Relative wave motion:1||Repulsive drift force:1||Resonant whipping:1||Reverse wave drift force:1||Ringing:1||Ringing effect 링잉효과:1||RoRoPassenger:1||Roller boxes:1||Runup:1||Runup 런업:1||SPAR:1||Sag:1||Scale effect:1||Seabottom effect:1||Seabottom variation:1||Seakeeping:1||Secondorder drift force:1||Secondorder heave motion:1||Secondorder roll motion:1||Secondorder wave force:1||Segmented:1||Semisubmersible offshore structure 반잠수식 해양구조물:1||Semisubmersible platform:1||Semisubmersible rig:1||Shallow water wave(천수파):1||Ship Stability:1||Ship motions:1||Ship stability:1||Shipshaped offshore structure:1||SidebySide 병렬배치:1||Sidebyside:1||Sidebyside moored vessels:1||Sidebyside mooring:1||Sidebyside:1||Sidewall green water:1||Simplified method:1||Single hull:1||Single hull(단일선체):1||Slamming pressure coefficient:1||Sloshing wave:1||Sloshing 슬로싱:1||Spar platform:1||Speed:1||Spilling wave:1||Spilling waves:1||Spread mooring system:1||Spring method:1||Starting Iteration Vector:1||Steep wave:1||Steep waves:1||Stern:1||Stiffness Distribution(강성분포):1||Stiffness distribution:1||Structural analysis:1||Structural design:1||Structural stiffness:1||Subsea equipment installation 해저 장비 설치:1||Subsea installation:1||Subsea manifold:1||Subsea structure:1||Subspace Iteration Method:1||TLP motion:1||Tandem and sidebyside offloading system:1||Tandem mooring:1||Tender vessel:1||Tension:1||Tension Leg Platform (TLP):1||Tension Leg Platform 계류인장각플랫폼:1||Tension and bending:1||Tension 장력:1||Three step method:1||ThreeDimensional TimeDomain ForwardSpeed FreeSurface Green Function (3DTFFG: 3 차원 시간영역 전진속도 자유표면 그린함수):1||Threestep method:1||Time domain analysis 시간영역해석:1||Time domain based finite element method:1||Time domain numerical simulation:1||TimeDomain Approximate Body Nonlinear Ship Motion and Wave Loads (시간영역근사비선형 선체운동 및 파랑하중):1||TimeDomain Green Integral Equation (시간영역 Green 적분방정식):1||Timemean drift force:1||Timedomain FEM:1||Timedomain analysis:1||Tire Contact Simulation Model(타이어 접촉 시뮬레이션 모델):1||Topside:1||Topside module:1||Torsion springing and whipping:1||Tow Tractor(견인 트랙터):1||Towed ship 부선:1||Towed vessel:1||Tower yoke:1||Towing Characteristics:1||Towing characteristics 예인 특성:1||Towing operation:1||Towing stability 예인 안정성:1||Towing test:1||Towline:1||Transportation barge:1||Trial:1||Truncated model:1||Truncated mooring system:1||Truss spar:1||Turret mooring system:1||Turretcatenary system:1||Twobody interaction:1||URF installation:1||Uncertainty:1||Upending simulation 상승 시뮬레이션:1||VIM:1||VLCC:1||VLFS(초대형 부유식 구조물):1||VLFS,Wave loads:1||Vertical cylinder:1||Vertical slamming:1||Very large floating strucure:1||WILS:1||Waterentry impact 입수충격:1||Wave:1||Wave 1st motion absorber:1||Wave and current:1||Wave breaking:1||Wave damping 파랑 감쇠:1||Wave effects:1||Wave elevation:1||Wave energy:1||Wave energy converter 파력에너지 변환 장치:1||Wave excitation force 파랑 기진력:1||Wave exciting force:1||Wave firstmotion absorber:1||Wave force:1||Wave forces:1||Wave impact load:1||Wave load analysis:1||Wave probe:1||Wave propagation 파진행:1||Wave runup:1||Wavebody interaction:1||Waveinduced Motion 파랑운동:1||Waveinduced motion:1||Waveinduced motion:1||Wedge drop 쐐기 낙하:1||Winch 윈치:1||Wind Force 풍하중:1||Wind farm:1||Wind turbine:1||Wire tension:1||Wire's tension:1||Yaw:1||Yaw instability:1||accelerated starting vector:1||accuracy:1||air chamber:1||analytic integration in infinite region:1||atiltness:1||backbone model:1||beam transformation:1||bending moment:1||biquadratic element:1||blade:1||boundary element method:1||comparative study:1||connection stiffness:1||connector stiffness:1||cylinder:1||cylindrical structure:1||damaged ship:1||damaged stability:1||damping:1||deepwater lowering:1||diffraction:1||discontinuous element:1||draft:1||dynamic positioning:1||eigen function expansion:1||eigenfunction expansion method:1||eigenfuncton expansion method:1||eigenvector:1||energy conservation:1||equations of rigid and elastic motions:1||extreme wave:1||finite volume method (FVM):1||floating body motion and drift force:1||floating crane:1||floating hingelinked breakwat:1||floating reverse Tshape breakwater:1||floating structures:1||floating wind turbine:1||flooded ship:1||flooding water:1||focused wave:1||focusing wave:1||forwardspeed problem:1||freak wave:1||free decay test:1||free surface integral:1||freesurface flow:1||fully coupled analysis:1||fully nonlinear:1||generalized minimal residual (GMRES) algorithm:1||heading angles:1||highorder:1||higherorder boundary element:1||higherorder boundary element method:1||higherorder boundary element method (HOBEM):1||hinge:1||horizontal motion:1||hybrid modeling:1||hydroelastic analysis:1||hydrodynamic interaction:1||hydroelastic analysis:1||hydroelastic response:1||impact:1||infinite dimensional optimizat:1||large diameter riser:1||linear and parabolic damping:1||load analysis:1||mathematical uniqueness:1||model experiment 모형시험:1||moduled floating structures:1||moving cylinder:1||multiple floating bodies:1||natural mode:1||natural modes of structures:1||nonlinear fender characteristics curve:1||nonlinear wave farce:1||nonlinear waves:1||numerical radiation condition:1||numerical simulation:1||numerical wave tank (NWT):1||overset grid:1||pendulum:1||pendulum dynamics:1||performance:1||pinconnected floating breakwater:1||pinnedfreeboundary conditions of a floating BernoulliEuler beam:1||plunging waves:1||pneumatic breakwater:1||potential flow theory:1||pressure sensor:1||radiation:1||reduction of hydroelastic responses:1||relative motions:1||reliability:1||rigid body analysis:1||roll resonant motion:1||rounded breakwater:1||seabottom topography:1||seakeeping:1||secondorder wave force:1||sectional force:1||shear force:1||ship safety:1||shipsection drop:1||sidebyside moored vessels:1||sidebyside mooring:1||simplified model:1||skewness:1||slow drift motion:1||spilling waves:1||steep waves:1||stiffness distribution:1||stress:1||structural damage:1||structural response:1||subdivision of free surface integral:1||subsea equipment:1||subsea structures:1||subspace iteration method:1||sumfrequency excitation:1||tender semi:1||tendon fatigue:1||tension:1||theoretical analysis:1||timedomain analysis:1||topside:1||tower:1||truncated cylinder:1||unit size:1||validation:1||vertical bending moment:1||verylong floating structure (VLFS):1||volumeoffluid method (VOF):1||wave elevation:1||wave energy:1||wave field:1||wave force:1||wave induced loads:1||wave loads:1||wave scatter diagram:1||whipping vibration:1||white noise wave test:1||wire:1||y Offshore deck mating:1||강제동요 모형시험:1||거동해석:1||계류선장력(mooring tension):1||고유모드:1||고차경계요소법:1||구조손상:1||구조응답:1||기름유출:1||기상기준:1||단일선체:1||돌핀펜더계류시스템:1||동적 응답:1||모형 실험:1||모형시험:1||반향 횡경사각:1||방사산란파 문제:1||부분공간반복법:1||부유식 파력발전장치:1||비선형 스트립법:1||비선형 펜더특성곡선:1||사고선박:1||생존성:1||선급협회규칙:1||선박 안정성:1||선수부 선저 슬래밍:1||설계 충격압력:1||손상 선박:1||손상복원성:1||손상선박:1||슬래밍 압력계수:1||시간영역 수치시뮬레이션:1||실린더구조물:1||예인특성:1||외판 두께:1||운동응답(motion reponse):1||운동저감부:1||유탄성 거동:1||유탄성해석:1||유한 요소법:1||유한수심:1||이론해석:1||이중선체:1||작업성(workability):1||전산유체역학:1||접안(Berthing):1||진자형 파력발전 장치:1||체인:1||초과확률:1||초기 반복벡터:1||초대형 부유 구조물:1||초대형 부유식 해양구조물:1||카테나리 계류:1||통계해석법:1||투과율 및 반사율:1||파도:1||파랑충격:1||폰툰:1||폰툰형구조물:1||표류시험:1||피로강도:1||하이브리드안벽(Hybrid Quay Wal:1||해양안전:1||해저 지형:1||횡운동:1||2D wave tank test:1||횡유동 모델:1||2nd Order Boundary Element Method (2 차경계요소법):1||2ndorder wave force:1||2차원 수조시험:1||3단계:1||9node hobem:1||Accuracy:1||Active heave compensation:1||Active heave compensator:1||Added mass 부가 질량:1||Added mass 부가질량:1||Air bubble:1||Air pocket:1||Analysis:1||AntiRoll Device:1||Antiroll device:1||Array of floating structures:1||Arrays of interlinked spars:1||Arrays of wind turbines:1||Asymmetric factor:1||Asymmetric wedge:1||Asymmetric wedge 비대칭 쐐기:1||BBDB (backwardbent duct buoy):1||BBDB형 부 소파제:1||Backbone:1||Backbone model:1||Backwardbent duct buoy (BBDB):1||Baffle:1||Barge:1||Beam connector:1||Bending moment:1||Bernoulli equation(베르누이방정식):1||Biaxial interpolation:1||Bilinear spring:1||Bilinear stiffness:1||Bottom topography:1||Boundary matching formulation:1||Bow bottom slamming:1||Bow deck(선수갑판):1||Bow quartering wave:1||Broken mooring line:1||CFD analysis:1||CFD 전산유체역학:1||CPM:1||Capability plot:1||Cartesiangrid 직교 격자계:1||Catenary slope:1||Classification society rules:1||Classification society rules(선급협회 규칙):1||Combined design wave:1||Combined stress:1||Computational fluid dynamics:1||Computational fluid dynamics (CFD):1||Computational fluid dynamics(전산유체역학):1||Concept design:1||Connector beam stress:1||Container ships:1||Containership:1||Coupled method:1||Coupled motion:1||Coupled stiffness:1||Coupling analysis 연성해석:1||Coupling with blades:1||Crane vessel:1||Crossflow Model:1||Crossflow model:1||Cruiser:1||Current force coefficient:1||Cylinder:1||DP:1||Damaged:1||Damaged Ship:1||Damaged ship motion:1||Damaged ship(사고선박):1||Damaged stability:1||Damping:1||Deck support unit:1||Decoupled analysis:1||Design impact pressure:1||Design pressure(설계압력):1||Diffraction:1||Direct Method(직접법):1||Direct method:1||Dolphinfender mooring system:1||Double hull:1||Double hull(이중선체):1||Draft effect:1||Draft effects:1||Drift motion:1||Drift motion 표류운동:1||Drifting test:1||Driving Characteristics(주행특성):1||Dry transportation:1||Dual port loading:1||Dynamic Pressure:1||Dynamic amplification factor:1||Dynamic analysis:1||Dynamic behavior:1||Dynamic positioning:1||Dynamic simulation(동역학 시뮬레이션):1||Eigenfunction expansion method:1||Eigenfunctionexpansion method:1||Elastic connectors:1||Elastic deformation:1||Elgenvalue analysis:1||Emergency towing:1||Error distribution 오차분포:1||Experiment 모형시험:1||Experimental study:1||Experimental study 시험 연구:1||Extreme:1||Extreme response:1||Extreme upwell:1||Extreme wave:1||FEM (finite element method):1||FLOW3D:1||FLUENT:1||FOWT:1||FVM:1||Fatigue Life:1||Fatigue damage:1||FinStabilizer:1||Finstabilizer:1||Finite difference method(유한차분법):1||Flexible riser:1||Floatover installation:1||Floating Body 부유체:1||Floating and stationary breakwaters:1||Floating body motion:1||Floating crane 해상크레인:1||Floating multibody:1||Floating offshore wind turbine:1||Floating offshore wind turbine(FOWT):1||Floating pendulor 부유식 진자형 장치:1||Floating pendulum wave energy converter:1||Floating pier:1||Floating sidebyside:1||Floating solar photovoltaic system:1||Floating wind farm:1||Flooding:1||Flow Simulation Method 유동해석기법:1||Flow in flooded compartment:1||Focused wave:1||Focusing Wave:1||Force conversion:1||Forward speed:1||ForwardSpeed Diffraction ImpulseResponse Function (전진속도 충격응답함수):1||ForwardSpeed Radiation Memory Function (전진속도운동이력함수):1||Frequency focusing:1||Fully coupled analysis:1||Fully nonlinear:1||GM:1||GUI:1||Gap Flow 틈새유동:1||Gap resonance:1||Generalized mode:1||Geometry optimization:1||Green water:1||Green water impact(그린워터 충격):1||Green water load:1||HOBEM(HighOrder Boundary Element Method):1||Hawser:1||Hawser tension:1||Heading analysis:1||Heading control:1||Heading window:1||Heave compensation:1||Heave response 상하 운동 응답:1||Heavy transport vessel:1||Higherorder boundary element method:1||Higher order boundary element method:1||Higherorder boundary element method (HOBEM):1||Higherorder boundary element method(HOBEM):1||Higherorder boundary element method(HOBEM) 고차경계요소법:1||Higherorder springing:1||Hilbert space theory:1||Hinge:1||Hinge link:1||Hingelinked VLFS:1||Hingelinkedbreakwater:1||Hinged breakwater:1||Hopf bifurcation:1||Horizontal motion:1||Horizontal slamming:1||Hybrid CFD scheme:1||Hybrid mesh:1||Hydroelastic analysis:1||Hydrodynamics:1||Hydroelastic Responses(유탄성응답):1||ISO:1||ITTC:1||ITTC Benchmark study:1||ITTC benchmark study:1||Impact pressure:1||Impact pressure 충격압력:1||Inertial horizontal force:1||Installation barge:1||Installation operation 설치 작업:1||Installation vessel:1||Kurtisis:1||LMU's force:1||LNG:1||LNG FPSO:1||LNG FSRU:1||LNG carrier:1||Large containership:1||Laying vessel:1||Leg mating unit:1||Length constraint:1||

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