ScholarWorks@Gyeongsang National University: Lee, Sang Jin

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Lee, Sang Jin (이상진)

공과대학 (건축공학부)

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NURBS:14||Topology Optimization:13||Isogeometric Analysis:11||위상최적화:9||Free Vibration:7||넙스:6||Visual Programming:6||Size Optimization:6||Refinement:5||Reinforced Concrete:5||크기최적화:5||Natural Frequency:4||등기하해석:4||시각적 프로그래밍:4||OpenSees:4||Modal Strain Energy:4||오픈시스:4||Resizing Algorithm:4||Spatial Structures:3||Bspline:3||Penalty Function:3||벌점함수:3||개선법:3||Isogeometric Approach:3||Form Finding:3||형상탐색:3||Plane Structure:3||철근콘크리트:3||퇴화쉘:2||트러스:2||Finite Element Method:2||Assumed Strain:2||Force Density Method:2||Ant Colony Optimization:2||평면구조물:2||Degenerated shell:2||Shear Locking:2||Optimality Criteria:2||Optimization:2||Shell:2||설계민감도:2||Free vibration:2||CAGD:2||격납건물:2||고유진동수:2||Static Analysis:2||Plate:2||Strain Energy:2||Mode Shape:2||Control Point:2||내력밀도법:2||자유진동:2||Genetic Algorithm:2||RM plate theory:2||Geodesic Dome:2||Knot Vector:2||Finite Element:2||절점기반 밀도:2||Rebirthing Technique:2||Laminated Plate:2||등기하해석기법:2||NUCAS:2||철근 콘크리트:2||Truss:2||Unsymmetric Layered Artificial Material Model:2||크기조절알고리듬:2||ReissnerMindlin:2||Linear Buckling Analysis:1||Linear analysis:1||Linear buckling:1||Liner Buckling:1||Locking Phenomenon:1||MVLE:1||Mathematical Programming:1||Matlab:1||Member Grouping Benchmark Test:1||Meshless Method:1||Multi Objective Function:1||MultiPatch:1||Multifrequency Problem:1||Multiload Case:1||Multipatch:1||Mutation Rate:1||Net Structure:1||Nodewise Density:1||Nonlinear Analysis:1||Nonlinear Finite Element Analysis:1||Nonlinear Hysteretic Analysis:1||Nonlinear Static Analysis:1||Objective Function:1||PSO:1||Pareto Solution:1||Partial Differential Equation:1||Pointwise Density:1||Poisson Equation:1||Post Buckling Path:1||Progressive collapse:1||Pushdown analysis:1||RC Structure:1||RM판이론:1||RPIM:1||Radial Point Interpolation Method:1||Rectangular Plate:1||Reduction Factor:1||Refinement method:1||Reinforced Concrete Structure:1||Rib Pattern:1||Selection:1||Selfequilibrium:1||Shape Design:1||Shape Finding Method:1||Shape optimization:1||Shear Wall:1||Shear link:1||Shear locking:1||Shell element:1||Shell structure:1||Singlelayer Dome:1||Slab:1||Solid Finite Element:1||Spatial Structure:1||Static Stress Analysis:1||Stiffness Degradation:1||Structural Instability:1||Structural Optimization:1||StrutTie Model:1||Tangent Stiffness:1||Tensegrity Structure:1||Tensegrity structure:1||Tension Stiffening:1||Thick Plate:1||Thin Shell:1||Timoshenko Beam:1||Timoshenko beam:1||Traveling Salesman Problem:1||Unified Kinematic Description:1||Unsymmetric:1||Visual programming:1||Web Opening:1||Weight:1||Weight Minimization:1||Welded Beam:1||Wind Load:1||arch truss:1||containment:1||degenerated shell element:1||design sensitivity:1||elastoplastic material model:1||loworder solid element:1||mathematical programming:1||microscopic material model:1||nonlinear finite element analysis:1||postbuckling behaviour:1||size optimization:1||가변형률:1||감소계수:1||개미 군락 알고리즘:1||개미군락알고리즘:1||경질제거법:1||고온:1||고차전단변형이론:1||공간구조물:1||구조 불안정:1||구조최적화:1||그래스호퍼:1||그리드 쉘:1||기저함수:1||기하학적 비선형:1||네트구조:1||다수직선요소:1||다중목적함수:1||다하중 경우:1||단층 돔:1||돔구조물:1||동작이완법:1||레이즈너민들린:1||리브패턴:1||매트랩:1||멀티패치:1||모드변형에너지:1||모드형상:1||목적함수:1||무요소법:1||미시적인 재료모델:1||배경셀:1||벤치마크테스트:1||변위 구속조건:1||변형에너지:1||복수패치:1||부재그룹화:1||비대칭:1||비대칭 층 인공재료모델:1||비선형 유한요소 해석:1||비선형 유한요소해석:1||비선형이력해석:1||비주얼 프로그래밍:1||비탄성해석:1||선형해석:1||설계영역:1||수학적 프로그래밍:1||수학적프로그래밍:1||쉘:1||쉘구조:1||스트럿타이 모델:1||슬래브:1||아치트러스:1||아치형트러스:1||여과법:1||연쇄붕괴:1||외판원문제:1||용접보:1||원형유공보:1||유공보:1||유전알고리즘:1||유한요소:1||유한차분법:1||입자군집최적화:1||자동유한요소망 생성기법:1||재생기법:1||저차고체요소:1||적층판:1||전단링크:1||전단벽:1||정적응력해석:1||정적해석:1||중량:1||중량최소화:1||지오데식돔:1||진동수 구속조건:1||체크무늬:1||최적정기준:1||최적화:1||케이블구조:1||콘크리트 균열:1||키워드 : 등기하해석:1||탄소성 재료모델:1||통합설계최적화:1||퇴화 쉘 요소:1||파괴포락선:1||파레토해:1||판:1||편심가새:1||평면구조:1||푸시다운해석:1||프리폼 구조:1||형상최적화:1||형태 디자인:1||화재:1||후좌굴 경로:1||3D Topology Optimization:1||후좌굴거동:1||9node Element:1||Arclength control:1||Arch Structure:1||Archlike Truss:1||Assumed Strain Method:1||Assumed Strains:1||Automatic FE Mesh Generation Technique:1||Bspline Curve:1||B스플라인 곡선:1||Background Cell:1||Basis function:1||Beam with Circular Opening:1||Beam with Opening:1||CATO Algorithm:1||Cable Roof Structure:1||Cable Structure:1||Checkerboard:1||Computer Aided Geometric Design:1||Concrete Crack:1||Containment Building:1||Continuum Shell Element:1||Critical Buckling Load:1||Crossover Rate:1||Dregion:1||D영역:1||Decision Criteria:1||Decomposition:1||Degenerated Shell:1||Design Domain:1||Design Optimization:1||Design Sensitivity:1||Displacement Constraint:1||Dome Structures:1||Dynamic Relaxation Method:1||EPF model:1||Eccentric brace:1||Eigenvalue Analysis:1||Elastic Bar:1||Enhanced Assumed Strain:1||Equilibrium:1||Failure Envelope:1||Filtering Process:1||Finite Difference Method:1||Fire:1||Forcefinding:1||Formfinding:1||Freeform Structure:1||Frequency Constraint:1||Fromfinding:1||Geometrically nonlinear:1||Grasshopper:1||GreenLagrange Strain:1||Grid Shell:1||Hardkill Method:1||High Temperature:1||Higher Order Shear Deformation:1||Higher Order Shear Deformation Theory:1||Inelastic Analysis:1||Integrate Design Optimization:1||Integrated Design Optimization:1||Isogeometric analysis:1||Isogeometric approach:1||Keywords : Isogeometric analysis:1||Laminate Composite Plate:1||Laminated composite plate:1||Layout Editing:1||

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