ScholarWorks@Hanyang University: Choi, Dong Ho

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Choi, Dong Ho (최동호)

COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

Research Area: 구조공학, 강구조공학, 교량공학

Tel 02-2220-0328
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Vibration:11||Bending:9||Buckling:9||Suspension bridge:8||Cablestayed bridge:7||Functionally graded plate:6||cablestayed bridge:6||Plate theory:6||Inelastic buckling analysis:5||Finite element method:5||Hanger extensibility:5||Railway bridge:5||CHBDC:5||Continuum model:5||Highspeed train:5||External tendon:4||Parabola:4||Corrugated plate:4||Free vibration:4||Rating factor:4||Initial tendon force:4||MIDAS CIVIL:4||Catenary:4||rating factor:3||Running safety:3||내하율:3||steel frame:3||Dynamic analysis:3||effective length:3||Edge beam:3||Cable element:3||Wave passage effect:3||Effective length:3||Analytical solution:3||beamcolumn interaction equations:3||Impact simulation:3||Elastic buckling analysis:3||Trainbridge interaction:3||Fourspan suspension bridge:3||Positive bending:3||Pseudoexcitation method:3||Dynamics:3||Collapse loads:3||FEM:3||Multispan suspension bridge:3||Structural stability:2||Computational modeling:2||Fictitious axial force:2||Finite element formulation:2||Natural Frequency:2||외부 긴장재:2||Firstorder shear deformation theory:2||natural frequency:2||Continuous Bridge:2||유효좌굴길이:2||Cablestayed suspension bridge:2||Tower:2||Nonconservative force:2||Truss bridge:2||random track irregularities:2||Bending radius:2||Twospan continuous composite beam:2||refined plate theory:2||required power spectral density function:2||주행안전성:2||Uchannel segmental concrete bridge:2||Functionally graded plates:2||Buckling strength equation:2||3dimensional stiffened model:2||strain energy density factor:2||처짐이론:2||Circular economy:2||HSB600:2||초기 긴장력:2||Wastetoenergy:2||artificial earthquakes:2||HSB800:2||Deflection theory:2||bending:2||케이블 장력:2||Plate:2||buckling:2||vibration:2||High performance steel:2||파형강판:2||강구조물:2||Cable Bridge:2||현수교:2||Highstrength steel:2||2dimensional model:2||Cable Tension:2||design spectrum:2||Dynamic impact:2||건설 자동화:2||Refined plate theory:2||고성능 강재:2||Inplane rotation:2||elastic buckling analysis:2||고유진동수:2||Incoherence effect:2||Increment of tendon force:2||Roundpipe of soilsteel:2||구조적 안전성:2||external posttensioning:2||Sag ratio:2||fatigue crack growth:2||fictitious axial force:2||다경간 현수교:2||Inelastic column:2||단결정 세라믹:2||Dynamic stability:2||fluid drag:2||Selfweight:2||Initial equilibrium state:2||Inner bending angle:2||Earthquake:2||동해석:2||highway bridge structures:2||Box culvert:2||Composite Igirder:2||inelastic buckling analysis:2||Elastic foundation:2||Equivalent cable spring:2||Allowable load:2||Cable stiffness:2||Moment of inertia:2||Stiffness matrix:2||Cable tension:2||Mooring cable:2||Extradosed Bridge:2||사장교:2||Structural Stability:2||Moving load:2||Moving loads:2||Ride comfort:1||Rust:1||Screening:1||Seismic data analysis:1||Seismic dynamic analysis:1||Seismic response:1||Sequential approximate optimization:1||Shape memory alloy:1||Shape memory alloys:1||Shear deformation:1||Shear deformation theory:1||Signal and statistical process:1||Singular value decomposition:1||Slip safety of cable:1||Soilsteel box culverts:1||Stability:1||Stability function:1||Steel cablestayed bridge:1||Steel frame:1||Steel structure:1||Steelconcrete interface:1||Stiffness matrix.:1||Strain hardening:1||Strainhardening:1||Strainhardening plastic moment:1||Structural Stability1.:1||Structural health evaluation:1||Structural health monitoring:1||Structural safety:1||Sustainability:1||System buckling analysis:1||System buckling approach:1||System form:1||Tangent stiffness:1||Temperature changes:1||Tension force:1||Thinwalled:1||Threedimensional main cable:1||Time history analysis:1||Touchdown point:1||Track irregularities:1||Train bridge interaction:1||Traintrackground interaction:1||Traveling seismic excitations:1||Trust region method:1||Twisting angle:1||Uchannel concrete bridge:1||U채널 세그멘탈 콘크리트 교량:1||Ultimate strength:1||Uncorrelated profile of steel rails:1||Unmanned construction:1||Unseating:1||Vehiclebridge interaction system:1||Viscous drag:1||Waste Valorization:1||automatic frequency calibration:1||axial stiffness:1||backpropagation neural networks:1||braced frame system:1||buckling instability:1||bucklingrestrained braces:1||cable stiffness:1||cable tension:1||catenary:1||complementary metaloxidesemiconductor:1||compositemoment frame:1||concretefilled tube column:1||constrained approximate optimization:1||continuous beam bridge:1||crack type:1||critical load:1||deflection theory:1||different span responses:1||discrete catenary:1||dynamics of SFT:1||eigenvalue analysis:1||elastic buckling length:1||elastic foundations:1||evolutionary algorithm:1||extensibility:1||external posttensioning strengthening:1||extradosed bridge:1||fictitious axial force factor:1||finite element method:1||firstorder shear deformation theory:1||free vibration:1||frequency synthesizer:1||functionally graded plate:1||genetic algorithm:1||gravity effect:1||ground vibrations:1||high speed train:1||hydrodynamic response:1||impact factor:1||inplane gusset:1||increment of tendon force:1||inelastic buckling length:1||inelastic eigenvalue analysis:1||inelastic stiffness reduction factor:1||inequality constraints:1||initial cable force:1||initial crack length:1||initial crack shape:1||initial shape analysis:1||initial tendon force:1||interstory drift ratio:1||jFactor Method:1||jFactor법:1||kFactor Method:1||kFactor법:1||laminated composite beam:1||laminated composite plate:1||lateral buckling:1||lateral dynamic behavior:1||lightweight material:1||metamodelbased design optimization:1||mixedmode fracture:1||moment equations:1||mooring cable configuration:1||moving trainload:1||multispan suspension bridge:1||multistory frame:1||nonballast steel plate girder railway bridge:1||nonlinear analyses:1||nonlinear dynamic analysis:1||nonlinear elastoplastic analysis:1||nonlinear frame analyses:1||nonlinear oscillation:1||nonlinear static analysis:1||numerical stability:1||orthogonal array:1||phaselocked loop:1||plates:1||rating equation:1||recentering ratios:1||refined plastic hinge analysis:1||s expression:1||seismic load:1||seismic response:1||shear deformation:1||soilmetal box culverts:1||steel plate girder bridge:1||stiffness matrix:1||strengthening:1||stress intensity factor:1||stress ratio:1||submerged floating tunnel (SFT):1||system buckling:1||system buckling analysis:1||system buckling approach:1||tangential force:1||timeincremental analysis:1||tower stiffness:1||tower stiffness.:1||track irregularities:1||traintrack interaction:1||ultimate load capacity:1||voltagecontrolled oscillator:1||weight reduction:1||가상축력:1||가상축력계수:1||가진시험:1||강사장교:1||강성:1||강재 수요:1||강철도 판형교:1||강프레임:1||강합성 I거더:1||강합성 복합단면 I거더:1||강합성 상자형교:1||거푸집 시스템:1||건설 산업:1||계류선:1||고강도강:1||고속열차:1||고유 진동수:1||고유주파수:1||고정하중:1||곡선보:1||공칭휨강도:1||교각 건설:1||굽힘 반지름:1||극한강도:1||내력:1||내부 굽힘각:1||내진설계 스펙트럼:1||내진해석:1||다물체 동역학:1||단면이차모멘트:1||대진폭 응답:1||데이터 연계 기술:1||도로교:1||동적 응답:1||동적안정성:1||동적해석:1||동적횡거동:1||등방성 판:1||면내회전:1||모멘트 설계식:1||무도상 철도 판형교:1||무선 센서:1||무인 시공:1||변형경화:1||보기둥:1||보기둥 상관공식:1||복합파셜거더:1||부유식 풍력터빈:1||부정정력:1||비간섭 효과:1||비선형 유체역학:1||비탄성 강도감소계수:1||비탄성 고유치해석:1||비탄성 좌굴해석:1||사용성:1||상시 진동 계측:1||소수주형교:1||승차감:1||시간이력 해석:1||시설물 건전도 평가:1||시스템좌굴해석:1||신호 및 통계 처리:1||에너지 하비스터:1||에너지스펙트럼:1||엑스트라도즈교:1||연성비:1||연속교:1||연속체 모델:1||외부 후 긴장 보강:1||외부후장:1||원형파형강판:1||유사가진법(PEM):1||유한요소해석:1||응답해석:1||이동하중:1||인공지진:1||자동 상승 거푸집:1||자유진동:1||전단 변형 이론:1||전파통과 효과:1||정모멘트:1||정모멘트부:1||정책:1||제도:1||좌굴:1||좌굴 임계하중:1||좌굴강도식:1||주탑 강성:1||주탑 휨강성:1||증가 프리스트레스력:1||지반구조물 상호작용:1||지속가능:1||지중강판 박스구조물:1||지중강판 박스컬버트:1||지진:1||지진데이터 분석:1||진동충격 시스템:1||진동형 에너지 하비스터:1||처짐:1||철도 교량:1||철도교량:1||초기평형상태:1||충격계수:1||충돌시뮬레이션:1||측보:1||케이블 강성:1||케이블 교량:1||케이블 슬립안전율:1||케이블 자중:1||케이블 적합방정식:1||탄성 기초:1||탄성 좌굴:1||탄성 좌굴해석:1||탄성기초:1||파괴모드:1||파랑하중:1||파이프라인:1||판:1||합성교량:1||해상풍력구조물:1||행어:1||행어 신장:1||허용하중:1||휨저항강도:1||2D joint model:1||2경간 연속 강합성보:1||2차원 모델:1||3차원 보강판 모델:1||4경간 현수교:1||Abutments:1||Adaptive response surface method:1||Ambient vibration measurement:1||Analysis and computation:1||Analytical modeling:1||Autoclimbing form system:1||Automated construction:1||Automotive body in white:1||Beamcolumn interaction:1||Biomass valorization:1||Boundary condition:1||Box member:1||Buckling analysis:1||Buckling load:1||CO<sub>2</sub> utilization:1||CO2 utilization:1||Cable force:1||Cable stayed bridge:1||Cablestayed bridges:1||Canadian Highway Bridge Design Code:1||Cancellation:1||Carbon dioxide:1||Catalytic pyrolysis:1||Catenary cable:1||Closedform solution:1||CoPyrolysis:1||Compatibility equation of cable:1||Complex partial girder:1||Composite Girder:1||Composite box beam:1||Composite hybrid Igirder:1||Compressive strength:1||Concrete:1||Construction automation:1||Corrosion:1||Crack:1||Critical buckling load:1||Critical load:1||Curved beam:1||Data connection technique:1||Dead load:1||Deflection:1||Dimensionless parameters:1||Discrete catenary:1||Dolsan grand bridge:1||Ductility ratio:1||Dynamic response:1||Effective length factor:1||Elastic buckling load:1||Ernst&apos:1||Exciter test:1||Extensible hanger:1||FRP:1||Finite element method.:1||Flexural rigidity of tower:1||Flexural strength:1||Floating girder:1||Floating wind turbines:1||Food Wastes:1||Functional composites:1||Functionally graded material:1||General condition:1||Girder continuity at towers:1||Girder continuity condition:1||Girder type:1||Glass fibers:1||HSB800 steel:1||HSB800 강재:1||High speed train:1||Highperformance steel HSB600:1||Higherorder plate theory:1||Hydrostatic nonlinearity:1||ITIenergy barge:1||Indeterminate Forces:1||Influence line:1||Initial cable force:1||Lamina/ply:1||Laminated composite plate:1||Large amplitude response:1||Levytype solution:1||Linearized deflection theory:1||Local search method:1||MITNREL tension leg platform:1||MSSS bridges:1||Modified couple stress theory:1||Moment equations:1||Mooring analysis:1||Mooring lines:1||Move limit:1||Moving train:1||Multispan suspension bridges:1||Multistory frame:1||Multibody dynamics:1||Natural frequencies:1||Natural frequency:1||Navier solution:1||Nominal flexural resistance:1||Nominal flexural strength:1||Nonsymmetrical loading:1||Nonuniform seismic:1||Nonuniform seismic excitation:1||Nonlinear analysis:1||Nonlinear hertz contact:1||Nonlinear hydrostatic stiffness:1||Nonlinear hydrostatics:1||Numerical analysis:1||OC3Hywind model:1||OC3Hywind 모델:1||OC4DeepCwind semisubmersible:1||Offshore floating wind turbines:1||PSD함수:1||Parabola cable:1||Pier construction:1||Pipelines:1||Plastic Packaging Waste:1||Plastic valorization:1||Plates:1||Preliminary analysis:1||Pseudoexcitation method (PEM):1||Pyrolysis:1||Quasistatic:1||Random dynamic vibration:1||Random track irregularities:1||Random vibration:1||Refined plastic hinge:1||Refined plastic hinge analysis:1||Resonance:1||Restrainer:1||

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