ScholarWorks@KOREA RESEARCH INSTITUTE OF SHIPS & OCEAN ENGINEERING: Kim, Byoung Wan

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Kim, Byoung Wan (김병완)

친환경해양개발연구본부

Research Area: 구조동역학, 유한요소법, 해양구조물, Structural Dynamics, Finite Element Method, Ocean Structures

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VLFS:16||Coupled analysis:15||FEM:12||Mooring line:7||Finite element method:5||HOBEM:5||Slamming:4||Whipping:4||Springing:4||Hydroelastic response:4||Hydroelasticity:4||Impact load:4||Model test:3||Pontoon:3||Ultralarge containership:3||coupled analysis:3||Ship motion:3||Multibody analysis:3||direct method:3||Time domain analysis:3||Spectral method:3||Bow flare:3||Fatigue strength:3||FSRU:3||hydroelasticity:3||Wave load:2||Wave load 파랑하중:2||Fatigue:2||Floating wind turbine:2||Hydroelastic analysis.:2||고유모드:2||Spread mooring system:2||Spring Connection(스프링 접합):2||Flooded ship 침수선박:2||Mooring line tension:2||Connector:2||Flow in flooded compartment 침수 구획 내 유동:2||Mooring tension:2||Motion analysis:2||Hydroelastic responses:2||Stiffness similitude:2||Structural analysis:2||Impact measurement:2||Multiple floating body:2||finite element method:2||Damping:2||Natural Mode:2||Dynamic Responses(동적응답):2||Broken mooring line:2||Nonlinear free surface:2||Irregular waves:2||Topside:2||mode superposition:2||model test:2||Torsion measurement:2||Potential theory:2||Tower:2||Finiteelement method:2||Catenary mooring lines:2||Higher order boundary element method:2||Floating Structures(부유식 구조물):2||Load analysis:2||Floating body:2||VIV:2||Seabottom topography:2||Hinge Connection(힌지 접합):2||Damage opening size 손상부 크기:2||Eigenvalues:2||Mode superposition:2||High order  boundary element method:1||Higherorder boundary element method:1||Higherorder springing:1||Hinge link:1||Hingelinked VLFS:1||Hingelinkedbreakwater:1||Hinged breakwater:1||Horizontal motion:1||Hydroelastic analysis:1||Hydrodynamics:1||Hydroelastic Responses(유탄성응답):1||Hydroelastic analysis:1||Impact pressure:1||Impact pressure 충격압력:1||Irregular wave:1||Jlay:1||LNG carrier:1||Large containership:1||Length constraint:1||Linearised beam:1||Link connection:1||Linkage system:1||Linked breadwater:1||LmFPSO:1||Local force:1||Local force 국부하중:1||Local frequency:1||Lockin:1||Lowering simulation 하강 시뮬레이션:1||Lumped method:1||Models:1||Moored body:1||Moored floating body:1||Mooring:1||Mooring method:1||Mooring system:1||Morison analysis method:1||Movable wave energy converter:1||Multibody hydrodynamic interaction:1||Multilinked floating offshore structure:1||Multibody analysis:1||Multiple links:1||Natural frequency:1||Nonlinear analysis:1||Nonlinearities:1||OWC chamber:1||Operability:1||Pipeline dynamic analysis:1||Pretension:1||Regular waves:1||Resonant whipping:1||Riser:1||Slay:1||SPAR:1||Sag:1||Seabottom effect:1||Seabottom variation:1||Seafastening:1||Seafastening Structure:1||Seafastening structure:1||Seismic effects:1||Semisubmersible rig:1||Shell Element:1||Ship motions:1||Simplified method:1||Sloshing:1||Spring method:1||Springing response:1||Starting Iteration Vector:1||Static configuration:1||Static offset test 정적 변위 테스트:1||Static similarity 정적 상사성:1||Steel wave lazy risers:1||Stern:1||Stiffness Distribution(강성분포):1||Stiffness distribution:1||Structural Reliability Analysis:1||Structural Safety Assessment:1||Subspace Iteration Method:1||Substructure:1||Survivability:1||TLP:1||TLP motion:1||Tendon:1||Tension:1||Tension and bending:1||Tension 장력:1||TestAnalysis Connection Technology:1||Time domain:1||Time domain based finite element method:1||Torsion springing and whipping:1||Transportation Vessel:1||Truncated model:1||Truncated mooring line for model test 모형시험용 절단계류선:1||Truncated mooring system:1||Truncatedmooring method:1||Turret mooring system:1||Upending simulation 상승 시뮬레이션:1||VIM:1||VLFS(초대형 부유식 구조물):1||Vector analysis:1||Very large floating strucure:1||Water impact:1||Waterentry impact 입수충격:1||Wave Energy Converter with Overtopping Flow Device:1||Wave energy converter:1||Wave force:1||Wave load analysis:1||Wave loads:1||Waveinduced motion 파랑운동:1||Wedge drop:1||Wedge drop 쐐기 낙하:1||Winch 윈치:1||Wind farm:1||accelerated starting vector:1||algorithms:1||asymmetric damped system:1||backbone model:1||beam transformation:1||beams:1||bending moment:1||blade:1||connection stiffness:1||connector stiffness:1||coupling:1||damping:1||dynamic analysis:1||eigenvalues:1||eigenvector:1||eigenvector derivative:1||extreme wave:1||finiteelement method:1||floating breakwater:1||floating hingelinked breakwat:1||floating photovoltaic system:1||floating structures:1||floating wind turbine:1||flooded ship:1||hydroelastic analysis:1||hydroelastic response:1||hydroelastic responses:1||load analysis:1||modal acceleration method:1||modal method:1||moduled floating structures:1||natural mode:1||natural modes of structures:1||nonlinear free surface:1||potential theory:1||rigid body analysis:1||rounded breakwater:1||seabottom topography:1||sensitivity:1||shear force:1||simplified model:1||static analysis:1||stiffness:1||stiffness distribution:1||stress:1||structural safety design:1||subspace iteration method:1||supports:1||tendon fatigue:1||time domain analysis:1||tower:1||unit size:1||vertical bending moment:1||wave force:1||wave induced loads:1||wave load reduction:1||wave loads:1||wave propagation:1||whipping vibration:1||계류삭 장력:1||고차경계요소법:1||부분공간반복법:1||부유식 방파제:1||부유식 해상풍력터빈:1||운동해석:1||월류형 파력발전기:1||유체구조 연성해석:1||유탄성 거동:1||유탄성해석:1||유한 요소법:1||유한요소법:1||초기 반복벡터:1||초대형 부유 구조물:1||초대형 부유식 해양구조물:1||탈착계류시스템:1||통계해석법:1||파랑하중 저감:1||폰툰:1||피로강도:1||하부구조:1||해상태양광 구조물:1||Added mass:1||해저 지형:1||Array of spartype floaters:1||Arrays of interlinked spars:1||Asymmetric wedge:1||Asymmetric wedge 비대칭 쐐기:1||Average Seastate Method:1||Average seastate method:1||Backbone:1||Backbone model:1||Beam connector:1||Bending & torsion effect:1||Bending stress:1||Biaxial interpolation:1||Bottom topography:1||Boundary condition transfer method:1||Catenary:1||Catenary slope:1||Combined design wave:1||Connection condition:1||Connector beam stress:1||Container ships:1||Containership:1||Control methods:1||Coupled Analysis:1||Coupled method:1||Coupled stiffness:1||Damaged ship motion:1||Decoupled analysis:1||Deepwater cean engineering basin 심해공학수조:1||Detachable mooring system:1||Direct Method(직접법):1||Direct method:1||Drift force:1||Dual port loading:1||Dynamic analysis:1||Dynamic behavior:1||Dynamic characteristics:1||Dynamic relaxation:1||Dynamic response:1||Elastic connector:1||Elastic connectors:1||Elastic deformation:1||Elastomer:1||Experiment:1||Extreme response:1||Extreme wave:1||FEM (finite element method):1||FPSO:1||Fatigue Analysis:1||Fatigue Life:1||Fatigue analysis:1||Fatigue damage:1||Filters:1||Finite element method 유한요소법:1||Fixed structure:1||Floating crane 해상크레인:1||Floating offshore wind turbine(FOWT):1||Floating pier:1||Floating solar photovoltaic system:1||Floating structure:1||Flow in flooded compartment:1||Fluidstructure coupled analysis:1||Focusing wave:1||Force conversion:1||Forced oscillation:1||Frequency focusing:1||HOBEM (higherorder boundary element method):1||HOBEM(HighOrder Boundary Element Method):1||Heave damping:1||

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