ScholarWorks@Korea University: Kang, Young Jong

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Kang, Young Jong (강영종)

College of Engineering (School of Civil, Environmental and Architectural Engineering)

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Tel 02-3290-3317
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nonlinear analysis:11||Column:8||cablestayed bridge:7||beamcolumn effect:7||equivalent truss element:6||Distortion:5||Finite element analysis:5||사장교:5||ultimate behavior:5||Connection:5||극한거동:5||BIM:5||cablestayed bridges:5||geometric nonlinear analysis:4||Composite:4||기둥:4||Inelastic analysis:4||등가 트러스요소:4||DSCT:4||large displacement effect:4||비선형해석:4||initial shape analysis:3||Residual stress:3||Refined plastic hinge analysis:3||composite:3||ductility:3||nonlinear:3||기하비선형해석:3||Tangent modulus:3||generalized displacement control method:3||ultimate analysis:3||Curved bridge:3||concrete:3||lattice girder:2||극한 거동:2||Shear buckling coefficient:2||Trapezoidal web corrugations:2||steel cablestayed bridge:2||Single span:2||Seismic Performance:2||refined plastic hinge method:2||Natural Frequency:2||Stiffener:2||Igirder:2||2D grid analysis:2||Experimental study:2||column:2||displacement:2||cable:2||cable stayed bridge:2||experiment:2||Monitoring:2||보강재:2||비선형:2||curved tub girders:2||composite column:2||Cablestayed bridge:2||Spacing:2||긴장재:2||Tendon:2||Horizontally curved girder:2||structural health monitoring (SHM):2||SRALD 1.0:2||construction stage analysis:2||under construction:2||tether arrangement:2||Joint:2||Steel box girder:2||불규칙 파랑:2||internal force:2||Wind Turbine Tower:2||대변위 효과:2||Mortar:2||접합부:2||플레이트 거더:2||lateraltorsional buckling:2||곡선 교량:2||Gradual yielding:2||confining effect:2||Confining effect:2||Box girder:2||파형 복부판:2||Moment modification factor:2||강사장교:2||top lateral bracing:2||구속효과:2||KEYWORDS : cablestayed bridge:2||failure:2||유체동역학해석:2||cable failure:2||Flange local buckling:2||arch:2||SFSMLS:2||End restraint conditions:2||보기둥효과:2||bracing force equations:2||비탄성해석:2||multiresponse data:2||Footing:2||Nonlinear analysis:2||inner tube:2||Offshore wind turbine:2||Finiteelement analysis:1||Intermediate diaphragm:1||Construction stage analysis:1||Curved girder:1||교량 유지관리:1||내구수명:1||Valuation:1||단경간:1||간격:1||뒤틀림:1||피로:1||Fatigue:1||joints:1||계류선 배치:1||Geometric nonlinear analysis:1||Ultimate strength:1||structural deformation:1||Linearized contact (Hertzian) spring:1||Stiffness and damping:1||합성:1||해양:1||Elastic buckling coefficient:1||중립축:1||Displacement Measurement Location:1||Eccentric Load:1||Spacing of diaphragm:1||플랜지와 복부판 상호작용:1||Tensile:1||Wave Dissipating Block:1||Span bridges:1||Long span bridges:1||end restraint conditions:1||비선형 해석:1||박스거더:1||Stud:1||건전도 모니터링:1||내부튜브:1||equation of failure condition:1||곡선 궤도:1||NATM 시공법:1||Reduction of Construction period:1||Cyclic eccentricity loading test:1||공기단축:1||confined effect:1||횡비틂 좌굴:1||Filtering:1||Natural frequency:1||곡선 개구제형 거더:1||잔류응력:1||연성:1||connecting method:1||시공단계해석:1||concrete (UHPFRC):1||ultrahighperformance concrete:1||UHPC:1||Distortional warping normal stress:1||Hydrodynamics:1||SRALMR:1||tethers:1||global static performance:1||ocean and shore technology:1||Structure:1||Hydrodynamic:1||Cylindrical shell:1||Slenderness ratio:1||Overturning:1||Grouted connection:1||interpolation:1||Bridge Structure:1||프리스트레스 콘크리트:1||Track dynamic system:1||기초:1||Offshore:1||neutral axis:1||flexure behavior:1||구조물 건전도 모니터링:1||structural stability:1||Concrete:1||Bend buckling:1||Initial imperfection:1||Bridge:1||Plastic hinge method:1||Tetrapod:1||수평 곡선 거더:1||Minimum cover:1||보간법:1||Interpolation:1||Composite column:1||Interaction:1||장대레일:1||아치:1||내부 구속 응력:1||torsional constant:1||Steel BoxTruss Hybrid (HiTAB):1||한계곡률:1||필터링:1||고유 주파수:1||SDS:1||information system:1||Rectangular box girder bridges:1||Submerged floating tunnel:1||construction safety:1||distortion:1||RC columns:1||momentcurvature analysis:1||모멘트곡률 해석:1||Critical shear buckling:1||Horizontally curved box bridges:1||sudden failure analysis:1||fatigue:1||beams &:1||Cablestayed bridges:1||안전진단:1||Bridge Maintenance:1||Safety Inspection:1||다이아프램:1||부유식 케이블지지교량:1||Irregular Wave:1||Floating cablestayed bridge:1||Floating tower:1||Torsion:1||Offshore structure:1||Web postbuckling:1||Postbuckling shear strength:1||Tension field theory:1||교량구조물:1||유지관리:1||Inner tube:1||hollow column:1||Hybrid substructure:1||그라우트 연결부:1||Elastic buckling:1||Flangeweb interaction:1||강콘크리트 계면:1||변위 계측 위치:1||Structural Health Monitoring:1||Curved Igirder:1||Modelling:1||Hotrolled section:1||Flexural strength:1||Weak Part:1||flexural test:1||비탄성:1||Connector:1||Internally Confined:1||내부 구속:1||구조물 변형 형상:1||변위 계측:1||내부 구속응력:1||상호작용:1||CopingColumn Joint:1||3축 구속 응력:1||뒴:1||장경간 교량:1||Structural monitoring:1||Acceleration:1||Stress concentration:1||유효접선탄성계수:1||Load height effects:1||개선 소성 힌지법:1||coping part:1||prefabricated pier:1||Ultrahighperformance fiber reinforced:1||Thinwalled flange:1||large diameter cylindrical shell:1||occupational safety and health policy:1||FRP 보강:1||RC 교각:1||Pattern analysis:1||Autoregressive model:1||floating cablestayed bridge:1||Ocean and Shore Technolog:1||Reaction force:1||가치평가:1||부유식 사장교:1||Irregular wave:1||connection:1||Precast:1||Splice:1||전체계 거동 분석:1||Floating Bridge:1||Global static performance:1||Tendon arrangement:1||Lateral torsional buckling:1||Shearkey spacing:1||Composite structure:1||중공:1||피로 실험:1||FatiGue Test:1||Structure Deformed Shape Estimation:1||Corrugate:1||Cylindrical shell buckling:1||Geometry and material nonlinear analysis:1||Tapered Shell:1||고성능 강재(HSB 800):1||비선형 유한요소해석:1||High performance steel(HSB 800):1||Nonlinear finite element analysis:1||Realtime monitoring:1||Inelasticity:1||Ultimate behavior:1||Steel composite:1||강합성:1||Fabricated:1||몰탈:1||이론구속응력:1||파괴조건식:1||Moment gradient:1||NATM method:1||휨실험:1||Prefabricated DSCT pier:1||조립식 DSCT 교각:1||중공비:1||구조모니터링:1||이중 적분:1||응력집중:1||Global performance analysis:1||Tethers:1||collar stiffener:1||linear buckling analysis:1||predisaster prevention:1||hydrodynamic analysis:1||structural analysis:1||Inelastic buckling:1||Collapse:1||precast column:1||Eccentric loading:1||초고성능 콘크리트:1||Concrete Shear Strength:1||Critical section:1||피로 강도:1||원형:1||콘크리트 충전강관 부재:1||휨 거동:1||circular:1||CFT member:1||구조물 형상 추정:1||integral abutment bridge:1||connection performance:1||Resonance:1||Double skinned:1||Stress gradient:1||concretefilled hollow steel sections:1||confined concrete:1||nonlinear analysis:1||휨강도:1||Thermoplastic:1||Transverse Reinforcement:1||내진 성능:1||Measured displacement:1||theoretical confining stress:1||Continuous welded rail:1||tetragonal lattice girder:1||실험:1||Static Compressive loading test:1||반복 편심 가력 실험:1||정적 압축 가력 실험:1||구속 효과:1||plate girder:1||warping constant:1||매설 관로:1||브레이싱 부재력식:1||점진적 소성화:1||접선탄성계수:1||Local buckling:1||Local bending:1||BMS:1||Intermediate diaphragm spacing:1||maintenance opening:1||member internal force:1||Data analysis:1||irregular wave:1||Submerged floating pipeline (SFP):1||High temperature:1||Initial shape analysis:1||Construction stage:1||reinforcement:1||강박스 거더:1||Floating Cable Supported Bridge:1||부유식 주탑:1||precast concrete:1||Interfacial shear behavior:1||Web of girder:1||Maintenance:1||콘크리트 전단강도:1||UltraHigh Performance Concrete:1||Punching failure:1||Grouted Connection:1||SteelConcrete interface:1||Buckling strength:1||FEM:1||Stepped Beam:1||concrete structures:1||Flange local buckling(FLB):1||Geographic information systems:1||tapered Igirder:1||Structural health monitoring:1||columns:1||Curved track:1||지보:1||internal confined stress:1||hollow ratio:1||triaxial confining stress:1||상수:1||Double integration:1||가속도:1||Buried pipe:1||상부수평브레이싱:1||개선소성힌지법:1||Parabolic residual stress:1||접합 방법:1||SHM:1||thinwalled flange:1||Crosssectional rigidity:1||optimal design:1||wind turbine tower:1||policy and institutional research:1||intermediate diaphragm:1||single span:1||spacing:1||confinement effect:1||내진 보강:1||Stiffness ratio:1||Long term:1||loating cable supported bridges:1||floating bridge:1||highstrength concrete:1||Diaphragm:1||experimental study:1||부유식 교량:1||Highstrength grout:1||Prestressed Concrete:1||Vibration analysis:1||cable failure analysis:1||고강도:1||CFT pile:1||일체식 교대 교량:1||콘크리트 충전 강관:1||연결부 성능:1||SoilPile Interaction:1||full nonlinearity:1||Design Specification:1||finite elements method:1||Interactive effect of flange and web:1||Health monitoring:1||NATM tunnel:1||corrugated webs:1||Maximum cover:1||탄성전단좌굴계수:1||Longitudinal Reinforcement:1||Structural deformed shape:1||Concrete material model:1||internal confining stress:1||bending experiment:1||코핑기둥 접합부:1||비틂 상수:1||연결부:1||2차원 격자해석:1||합성기둥:1||콘크리트:1||조립식 교각:1||케이블:1||극한해석:1||estimation method:1||local buckling:1||Waves:1||questionnaire:1||steelbox girder:1||Composite girders:1||Intermediate diaphragms:1||Distortional warping stresses:1||Measurement data:1||Regular wave:1||girders:1||Foundation:1||Ultimate analysis:1||Remaining Life:1||Hydrodynamic Analysis:1||Hydrodynamic analysis:1||castinplace:1||Nonlinear:1||Fire resistance:1||ISO834:1||transverse reinforcement:1||AASHTO:1||Hollow:1||Fatigue Strength:1||High Strength:1||Finite Element Analysis:1||Curved Girder:1||TM interaction:1||플랜지 국부좌굴:1||Plate girder:1||GPS:1||support:1||Corrugated web:1||Shear:1||Internally Confine:1||조립식:1||사각 격자지보:1||시공중:1||corrugated web:1||Long span bridge:1||Limited curvature:1||강박스트러스 하이브리드 (HiTAB):1||포물선 잔류응력:1||Effective tangential modulus:1||보기둥 효과:1||핵 심 용 어 : 사장교:1||P△ 효과:1||ultimate performance:1||코핑부:1||케이블 단선:1||stability:1||bridge maintenance:1||data management program:1||Mooring:1||geometric and material nonlinear analysis:1||megastructure:1||deformed shape:1||seismic retrofitting:1||FRPretrofitting:1||

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