ScholarWorks@Gyeongsang National University: Lee, Won Hong

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Lee, Won Hong (이원홍)

건설환경공과대학 (건설시스템공학과)

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Nonlocal elasticity theory:4||Assumed natural strain:3||Nanoscale plates:3||Harmony search algorithm:2||Thirdorder shear deformation theory:2||Buckling analysis:2||Nonlinear analysis:2||Compressive Strength:2||Sectional damage:2||dynamic instability:2||Bottom Ash:2||강사장교:2||Kaolin:2||Laminated composite plates:2||Sigmoid functionally graded material(SFGM):2||Firstorder shear deformation theory:2||Phosphogypsum:2||Steel cablestayed bridges:2||Chemical characteristic:2||하모니 서치 알고리즘:2||FE analysis:2||Power law index:2||Plates:2||Mechanical properties:2||Free vibration analysis:2||Corrosion level:1||Desgin load condition:1||Destructive method:1||Desulfurized Dust:1||Dynamic analysis:1||Earth retaining wall:1||Elastic Wave:1||Elastic edge support:1||Elementbased Lagrangian shell element:1||End girder:1||Fatigue:1||Fatigue crack propagation analysis:1||Ferronickel Slag:1||Finite Element Analysis:1||Flexural loading test:1||Frame structural analysis:1||Geometrically nonlinear analysis:1||Higherorder shear deformation:1||Inplane shear loading:1||Inorganic Admixture:1||Lifting and installation tests:1||Loading Direction:1||Local corrosion:1||Member section determination:1||Modular underground arch structure:1||Nano plates:1||Nondestructive method:1||Nonlinear behaviors:1||Nonlinear inelastic analysis:1||Open Strength:1||Outofplane gusset welded joint:1||Pasternak 탄성지반:1||Pitting corrosion:1||Plate girder:1||Refined firstorder shear deformation:1||Reinforcement:1||Reinforcing bar:1||Residual strength:1||Residual tensile strength:1||Retaining Wall Block:1||Rockfall Protection Fence:1||Sand:1||Segmented precast panel arch system with outrigger rib:1||Shear buckling:1||Shells. .:1||Sigmoid functionally graded anisotropic structures:1||Simplified analysis method:1||Spring element:1||Stiffener:1||Stiffness degradation:1||Stress intensity factor:1||Structural behaviors:1||Structural performance evaluation:1||Structural safety evaluation:1||Surface corrosion:1||S형상 점진기능재료 판:1||Throughthickness corrosion:1||Vibration:1||Web:1||Web panel:1||assumed natural strain:1||elastic foundation:1||elastic medium:1||elementbased Lagrangian shell element:1||enhanced membrane and shear interpolation:1||exponential and power law functionally graded material(FGM):1||full integration:1||functionally graded materials:1||higherorder shear deformation theory:1||locking behavior:1||modified couple stress theory:1||modified firstorder shear deformation theory:1||nonlinear analysis:1||pasternak elastic foundation:1||plate theory:1||plates and shells:1||power law index:1||refined firstorder shear deformation theory:1||shotcrete:1||sidetothickness ratio:1||sigmoid functionally graded material(SFGM) plate:1||stiffness degradation:1||가정변형률 9절점 쉘 요소:1||간략해석 방법:1||강관 부재:1||거더단부:1||거듭제곱 지수:1||고차전단변형이론:1||구조 안전성 평가:1||구조성능평가:1||국부부식:1||기계적 성질:1||기하 및 재료 비선형 해석:1||기하학적 비선형 해석:1||낙석방지 울타리:1||단면손당:1||단면손상:1||동적 불안정:1||면외거셋 용접이음:1||모듈러 지중아치 구조:1||배부름:1||보강:1||보강재:1||보강토 벽체블록:1||보강토옹벽:1||복부판:1||부식손상:1||부식수준:1||부재 단면 결정:1||비선형 거동:1||비파괴 검사법:1||설계하중조건:1||숏크리트:1||쉘:1||스프링 요소:1||압축강도:1||압축강도 시험:1||원형단면 강관부재:1||유한요소 해석:1||유한요소해석:1||응력확대계수:1||인산부산석고:1||잔존 인장성능:1||잔존성능:1||지수 및 멱 법칙 점진기능재료:1||지압강도:1||철근:1||카올린:1||케이블 단면 결정:1||케이블 단면 응력 검토:1||콘크리트 충진 강관:1||콘크리트 피복두께:1||탄성경계지점:1||탄성지반:1||파괴 검사법:1||판:1||폭두께 비:1||표면부식:1||프레임 구조해석:1||피로:1||피로균열 진전해석:1||하중작용방향:1||3D free vibration analysis:1||화학적 성질:1||3차원 자유진동해석:1||9node ANS shell element:1||Admixture:1||Aggregate Replacement:1||Aspect ratio:1||Aspect ration:1||Bearing capacity:1||Bending:1||Bending analysis:1||Biaxial buckling analysis:1||Buckling Functionally graded material Navier method:1||Bulging:1||CLSM:1||Cable section determination:1||Cable sectional stress evaluation:1||Circular steel members:1||Circular tubular member:1||Compressive strength:1||Compressive strength test:1||Concrete Admixture:1||Concrete cover:1||ConcreteFilled Circular Steel Column:1||Corrosion:1||Corrosion damage:1||

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