ScholarWorks@Gyeongsang National University: Ahn, Jin Hee

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Ahn, Jin Hee (안진희)

건설환경공과대학 (건설시스템공학과)

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Tel 0557723293
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FE analysis:9||Corrosion:7||Steel structure:5||평균부식두께:5||Sectional damage:5||Finite element analysis:4||Mean corrosion depth:4||부식환경:4||유한요소해석:4||Corrosion rate:3||부식촉진실험:3||Atmospheric exposure test:3||Local corrosion:3||부식:3||강구조물:3||Corrosion damage:3||Web:2||복합피복방식:2||Corrosivity grade:2||부식량:2||Duplex coating:2||Stress concentration:2||지진관측소:2||Corrosion current:2||부식손상량:2||Structural analysis:2||Seismic analysis:2||Structural performance:2||Seismic station:2||Earthquake:2||Corrosion environment:2||pushover analysis:2||Flexural loading test:2||Clamping force:2||Exposure test:2||corrosion depth:2||FEA:2||Fatigue:2||국부부식:2||금속용사:2||Outofplane gusset welded joint:2||Tensile strength:2||Thermal spraying:2||내후성능:2||Steel box member:2||Residual strength:2||대기노출실험:2||Response spectrum:2||도막두께:2||Atmospheric corrosion monitoring sensor:2||도장:2||응답스펙트럼:2||Corrosive environment:2||Bolt connection:2||Painting:2||Steel pile:2||loading test:2||Highstrength bolt:2||Marine environment:2||Weathering performance:2||weathering steel:2||Corrosion Damage:1||Corrosion amount:1||Corrosion environment monitoring.:1||Corrosion level:1||Corrosion monitoring:1||Corrosive Environment:1||Corrosive environmental factor:1||Cross beam:1||Crosssectional geometries:1||Damage states:1||Deformation behaviors:1||Derailment:1||Desgin load condition:1||Destructive method:1||Deterioration Degree Curve:1||Distance Attenuation Relation:1||Drainage Gate:1||Drift:1||Dynamic message sign:1||Dynamic response:1||Earthquake frequency content:1||End cutoff girder:1||End girder:1||Fatigue crack:1||Fatigue crack propagation analysis:1||Fatigue design category:1||Fatigue resistance improvement:1||Fatigue strength:1||Field test:1||Finite Element Analysis:1||Finite Element ModelBased Seismic Behavior:1||Finite element (FE) analysis:1||Finite element modeling:1||Flexible loading test:1||Flexural behavior:1||Fragility analysis:1||Fragilitybased analysis:1||Frame structural analysis:1||Friction connection:1||GRAMBS:1||Galvanic corrosion current:1||Girder connection strength:1||Ground acceleration:1||Grout Filled Tubular:1||Harmony search algorithm:1||Inclined corrosion damage:1||Inclined steel tubular member:1||Incremental dynamic analysis:1||Inorganic Admixture:1||Installation condition:1||Korean Design Standard:1||Lateral Load Resistance:1||Latin Hypercube sampling:1||Latin hypercube sampling:1||Lifting and installation tests:1||Loading Direction:1||Loading Test:1||Loading test:1||Loading tests:1||Local buckling strength:1||Local corrosion environment:1||Lower flange bolt:1||Machine learning:1||Machinelearning regression:1||Maintenance:1||Mean Corrosion Depth:1||Mechanical connection:1||Mechanical performance:1||Modular Underground Arch Bridge:1||Modular underground arch bridge:1||Modular underground arch structure:1||Monitoring:1||Monitoring steel plate:1||Multisupport excitation shaking table:1||Nondestructive method:1||Nondestructive testing:1||Nonlinear inelastic analysis:1||Numerical dynamic analysis:1||Nut:1||Orthotropic steel deck with bulb ribs:1||PGA (Peak Ground Acceleration):1||PHC pile:1||PHC 파일:1||Paint chalking:1||Paint coating thickness:1||Pedestrianinduced vibration:1||Peel:1||Pitting corrosion:1||Plate girder:1||Post buckling behaviors:1||Power Generation Facilities:1||Precast concrete buried arch bridge with steel:1||Precast concrete buried arch bridge with steel outriggers:1||Prestress:1||Prestressed Rebar:1||Prestressing inducing test:1||Pullout failure:1||Pulsed thermography:1||Random variables:1||Rehabilitation:1||Reinforcing bar:1||Reliability analysis:1||Replacement of bearing system:1||Required performance:1||Residual damping force:1||Residual tensile strength:1||Rockfall Protection Fence:1||Rollbrush grinding:1||Rolling thread reinforcement:1||Root Mean Square Error:1||STS container crane:1||Sand:1||Scaling law:1||Segmental precast panel arch system:1||Segmented precast panel arch system with outrigger rib:1||Seismic acceleration prediction:1||Seismic measurement station:1||Seismic performance:1||Sensitivity analysis:1||Shear buckling:1||Shear buckling behavior:1||Shear buckling strength reduction:1||Shear failure:1||ShiptoShore (STS) container crane:1||Simplified analysis method:1||Smallsize Steel Tube:1||SoilStructure Interaction:1||Soilstructure interaction:1||Static loading test:1||Steel:1||Steel bridge:1||Steel bridge coating system:1||Steel bridge truss:1||Steel cablestayed bridge:1||Steel cablestayed bridges:1||Steel member:1||Steel pedestrian bridge:1||Steel pile connection:1||Steel plate girder:1||Steel water gate:1||Stiffener:1||Stratumuncertainty characteristics:1||Strength:1||Stress intensity factor:1||Structural behaviors:1||Structural detail:1||Structural performance evaluation:1||Structural response:1||Structural safety evaluation:1||Structure evaluation:1||Subsurface delamination:1||Supervised learning:1||Surface chloride:1||Surface corrosion:1||Surface preparation:1||Suspension bridge:1||Taper type coupler:1||Temporary steel:1||Tensile behavior:1||Tensile member:1||Thickness of Corrosion Products:1||Throughthickness corrosion:1||Time history:1||Time of Wetness:1||Time of wetness:1||Timedependent corroded surface:1||Torquecontrolled expansion anchor:1||Uncertainty:1||Uplift:1||WBS:1||Weathering Steel:1||Web boundary:1||Web panel:1||Widthtodepth (w2d) ratio:1||Ytype perfobond rib shear connector:1||Yeongdo bridge:1||accelerated corrosion test:1||acceleration corrosion test:1||applicability:1||arch bridge:1||atmospheric exposure test:1||boundary condition:1||castinplace anchor:1||composite behavior:1||composite dowel:1||compressive loading test:1||concretesteel composite beam:1||construction stage:1||container crane:1||corrosion:1||corrosion product layer:1||crestbond rib:1||crestbond rib shear connector:1||crosssectional damage:1||derailment:1||diameter and embedment depth of anchor:1||elastic foundation:1||electromagnetic coating thickness tester:1||equation of crestbond:1||exponential and power law functionally graded material(FGM):1||fatigue crack:1||fragility assessment:1||fragility curve:1||friction contact:1||ground motion:1||heavy duty painting:1||loadresistance performance:1||loading test for actual PHC pile:1||maximum likelihood:1||modular underground arch culvert:1||nonlinear FE analysis:1||nonlinear analysis:1||orthotropic steel bridge deck with bulb ribs:1||orthotropic steel deck:1||outrigger:1||outriggers (PCASO):1||paint deterioration life:1||plate type mechanical PHC pile joint:1||portal drift:1||power law index:1||precast concrete:1||precast panel:1||principal stress:1||pullout capacity:1||pulsed phase thermography:1||pushout test:1||puzzle shape:1||repainting:1||real corroded surface:1||realscale field test:1||residual compressive strength:1||segment arch:1||segmented precast:1||shear connector:1||shear resistance:1||shear resistance formula:1||sidetothickness ratio:1||sources of uncertainty:1||spectral acceleration:1||stress level:1||structural behaviors:1||time history analysis:1||timehistory acceleration analysis:1||timehistory analysis:1||tornado diagram:1||total base shear:1||tubular member:1||twostory underground structure:1||uncoated carbon steel:1||underground arch:1||uplift:1||uplift and derailment:1||with outrigger:1||가로보:1||가속도계:1||가시설 강재:1||간략해석 방법:1||갈바닉 부식전류량:1||강관 부재:1||강관파일:1||강교 도장:1||강교량:1||강박스 부재:1||강부재:1||강사장교:1||강재:1||강재 수문:1||거더단부:1||거듭제곱 지수:1||거리감쇄식:1||건설분류체계:1||계측된 지진 데이터:1||구조 안전성 평가:1||구조성능:1||구조성능평가:1||구조적 성능:1||구조해석:1||그라우트 충진강관:1||기계적 연결부:1||기하 및 재료 비선형 해석:1||낙석방지 울타리:1||내후성강:1||노화곡선:1||단면손당:1||단면손상:1||대기환경:1||도막수명:1||도장내구수명:1||라틴 하이퍼큐브 샘플링:1||머신러닝:1||면외거셋 용접이음:1||모듈러 지중아치 구조:1||발전시설물:1||배수문:1||백아화:1||변단면 커플러:1||보강재:1||복부판:1||부식 속도:1||부식 전류:1||부식 환경:1||부식생성물의 두께:1||부식성 등급:1||부식손상:1||부식수준:1||부식전류:1||부식전류량:1||부식촉진시험:1||부식환경 모니터링 센서:1||부식환경모니터링:1||분절 아치:1||불확실성:1||비대칭 전단저항 복부판:1||비선형 구조해석:1||비파괴 검사법:1||사용수명:1||상관계수:1||상관관계:1||색차:1||선설치 앵커:1||설계하중조건:1||소형 강관:1||시간이력:1||신뢰성해석:1||알루미늄 보강재:1||압축강도:1||압축강도 시험:1||앵커 직경 및 묻힘 깊이:1||연결부 실험:1||연속 강박스 거더:1||연속지점부 단면:1||열화도 곡선:1||영도대교:1||요구성능:1||원형 단부 콘크리트:1||원형단면 강관부재:1||유지관리:1||유한요소 해석:1||응력확대계수:1||이음판형 기계적 연결:1||인발 성능:1||인장강도:1||자산관리:1||잔존 인장성능:1||잔존성능:1||재도장:1||전단좌굴 강도 감소:1||전단좌굴 거동:1||전조 가공 철근:1||젖음 시간:1||젖음시간:1||제안된 프로그램 알고리즘:1||중방식도장:1||지반가속도:1||지수 및 멱 법칙 점진기능재료:1||지압강도:1||지압강도 실험:1||지표최대가속도(PGA):1||철근:1||촉진배율:1||추정된 응답스펙트럼:1||케이블 단면 결정:1||케이블 단면 응력 검토:1||콘크리트 충전 강관:1||콘크리트 충진 강관:1||콘크리트 피복두께:1||탄성지반:1||탄소강:1||파괴 검사법:1||평균제곱근오차:1||폭두께 비:1||표면부식:1||표면염분:1||프레임 구조해석:1||프리스트레스:1||프리스트레스 도입 실험:1||프리캐스트 콘크리트:1||피로:1||피로강도:1||피로균열 진전해석:1||피로설계등급:1||하모니 서치 알고리즘:1||하중 재하실험:1||하중작용방향:1||해안구조물:1||해양환경:1||확률변수:1||횡방향 하중저항:1||3D free vibration analysis:1||휨 실험:1||3차원 자유진동해석:1||ACMtype sensor:1||Accelerated corrosion test:1||Acceleration Corrosion Test:1||Acceleration coefficient:1||Acceleration response spectrum:1||Accelerometer:1||Adhesive:1||Aluminum stiffener:1||Arch Length:1||Arch culvert:1||Arch system:1||ArchtoArch Interaction:1||Arching behaviors:1||Asset management:1||Asymmetrically shear resistant web panel:1||Atmospheric environment:1||Baseisolation condition.:1||Bearing capacity:1||Bearing strength test:1||Bolt loosening:1||Bottom Ash:1||Boundary condition:1||Buried arch bridge:1||Buried arch system:1||Buttwelded joint:1||CFT:1||Cable section determination:1||Cable sectional stress evaluation:1||Carbon Steel:1||Carbon steel:1||Circular steel members:1||Circular tubular girder:1||Circular tubular member:1||Clamptype connector:1||Cleavage:1||Coastal structures:1||Coating Life:1||Coating Thickness:1||Coating service life:1||Coefficient of Correlation:1||Color difference:1||Composite girder:1||Compressive Strength:1||Compressive loading:1||Compressive strength:1||Compressive strength test:1||Concrete Admixture:1||Concrete block with a roundedend:1||Concrete cover:1||Concrete deterioration:1||ConcreteFilled Circular Steel Column:1||Concretefilled girder:1||Construction stage analysis:1||Continuous steel box girder:1||Continuous steel box section:1||Correlation:1||Corroded deck surface:1||Corrosion Acceleration Test:1||Corrosion Current:1||

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