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

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Kim, Byoung Wan (김병완)

친환경해양개발연구본부 (친환경해양개발연구본부 친환경해양개발연구본부)

Research Area: Structural Dynamics, Finite Element Method, Ocean Structures

Tel 042-866-3932
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FEM:7||VLFS:7||hydroelasticity:3||Damage opening size 손상부 크기:2||Coupled analysis:2||Natural Mode:2||Spring Connection(스프링 접합):2||고유모드:2||Hydroelastic response:2||Springing:2||Wave load 파랑하중:2||direct method:2||Floating Structures(부유식 구조물):2||Hinge Connection(힌지 접합):2||Dynamic Responses(동적응답):2||Whipping:2||Flooded ship 침수선박:2||Flow in flooded compartment 침수 구획 내 유동:2||Extreme wave:1||FEM (finite element method):1||Finite element method 유한요소법:1||Finiteelement method:1||Floating crane 해상크레인:1||Floating structure:1||Frequency focusing:1||HOBEM:1||HOBEM (higherorder boundary element method):1||Higherorder springing:1||Hinge link:1||Hingelinkedbreakwater:1||Hinged breakwater:1||Hydrodynamics:1||Hydroelastic Responses(유탄성응답):1||Hydroelastic responses:1||Hydroelasticity:1||Impact load:1||Impact measurement:1||Impact pressure 충격압력:1||Jlay:1||Length constraint:1||Linked breadwater:1||Local force 국부하중:1||Local frequency:1||Lowering simulation 하강 시뮬레이션:1||Mode superposition:1||Moored body:1||Mooring:1||Mooring line:1||Multibody analysis:1||Multiple links:1||Natural frequency:1||Nonlinearities:1||Pipeline dynamic analysis:1||Resonant whipping:1||Slay:1||Sag:1||Seabottom effect:1||Seabottom topography:1||Ship motions:1||Slamming:1||Spring method:1||Starting Iteration Vector:1||Static offset test 정적 변위 테스트:1||Static similarity 정적 상사성:1||Stiffness Distribution(강성분포):1||Stiffness similitude:1||Structural analysis:1||Subspace Iteration Method:1||Substructure:1||Tension:1||Tension and bending:1||Tension 장력:1||Time domain:1||Time domain analysis:1||Torsion measurement:1||Torsion springing and whipping:1||Truncated mooring line for model test 모형시험용 절단계류선:1||Ultralarge containership:1||Upending simulation 상승 시뮬레이션:1||VLFS(초대형 부유식 구조물):1||Vector analysis:1||Very large floating strucure:1||Waterentry impact 입수충격:1||Wave Energy Converter with Overtopping Flow Device:1||Wave load:1||Wave loads:1||Waveinduced motion 파랑운동:1||Wedge drop 쐐기 낙하:1||Winch 윈치:1||accelerated starting vector:1||algorithms:1||asymmetric damped system:1||beam transformation:1||beams:1||bending moment:1||connection stiffness:1||coupled analysis:1||coupling:1||damping:1||eigenvalues:1||eigenvector:1||eigenvector derivative:1||extreme wave:1||finite element method:1||finiteelement method:1||floating structures:1||hydroelastic analysis:1||hydroelastic responses:1||load analysis:1||modal acceleration method:1||modal method:1||mode superposition: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||stiffness:1||stress:1||structural safety design:1||subspace iteration method:1||supports:1||time domain analysis:1||wave force:1||wave propagation:1||부분공간반복법:1||월류형 파력발전기:1||유탄성 거동:1||유한 요소법:1||초기 반복벡터:1||초대형 부유 구조물:1||하부구조:1||Arrays of interlinked spars:1||해저 지형:1||Asymmetric wedge 비대칭 쐐기:1||Backbone model:1||Bottom topography:1||Bow flare:1||Catenary:1||Catenary mooring lines:1||Catenary slope:1||Container ships:1||Containership:1||Coupled stiffness:1||Deepwater cean engineering basin 심해공학수조:1||Direct Method(직접법):1||Drift force:1||Dynamic behavior:1||Eigenvalues:1||Elastic connectors:1||Elastic deformation:1||

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