ScholarWorks@Kumoh: JANG, Il-Young

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JANG, Il-Young (장일영)

College of Engineering (건축토목환경공학부)

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Seismic reinforcement:4||유한요소해석:4||temperature compensation:4||무조인트화 교량:3||cablestayed bridge:3||MDH:3||Finite Element Analysis:3||산업폐기물:3||Concrete:3||ATH:3||구조해석:3||내진보강:3||세그멘탈:2||Flame retardant:2||Silicone:2||Integrated tensioning:2||FEM:2||Highvolume fly ash:2||Flexural and Shear behavior:2||reinforced concrete connection:2||콘크리트:2||콘크리트 구조물:2||sensing mechanism:2||실대형 실험체:2||Reinforced concrete beam:2||Natural frequency:2||Steel Grating:2||Steel sleeve packaged FBG strain sensor:2||NickelChrom alloy:2||structural monitoring:2||ductility:2||Finite element analysis:2||Fullscale specimen:2||하이볼륨 플라이애시:2||timedependent effect:2||무교대슬래브:2||Earthquake:2||Display byproduct:2||Organic light emitting diode:2||Structural Analysis:2||PCM:2||Circular Pier:2||Pozzolanic reaction:2||고유진동수:2||3D Textile:2||MC:2||highperformance concrete (HPC):2||Segregation:2||구조거동:2||사장교:2||LCD 미분말:2||jointless bridge:2||성능평가:2||장기거동:2||Trapreleasing process:2||longterm behaviour:2||EulerLagrange 커플링 기법:1||Expansion joints:1||Experimental stress analysis:1||FBG sensor:1||FEA:1||Fatigue Analysis:1||Fire damage evaluation:1||Fire resistance:1||Fireresistant:1||Fireproof furnace:1||Flame test:1||Flexural Strength:1||Flexure Performance:1||Freezethaw:1||HPC:1||HPC column:1||Heat flow analysis:1||Helical Bar:1||Helical bar:1||High strength concrete:1||High tensile alloy material:1||Hollow web PSC girder:1||IITC (Instrumented Identation Technique for Concrete):1||Image Processing:1||Image stitching:1||Indexes of deterioration factors:1||Industrial waste:1||Industrial waste products:1||Integral Abutment Bridge:1||Integral abutment bridge:1||Integrity of Connection Part:1||Interfloor Noise Reduction:1||Introducing compressive stress:1||IoT Measurement System:1||Isostress contour:1||Jacking system:1||Jammed bridge:1||LCD:1||LCD glass:1||LCD glass powder:1||LCD waste glass:1||LCD 폐유리:1||Laplace transforms:1||Life management:1||Light Falling Weight Deflectometer:1||Liquid Crystal Display:1||Liquid crystal display:1||Load Carrying Capacity:1||Load Transfer Test:1||Load carrying capacity:1||Long Span PSC I Girder with Hollow Web:1||Long span:1||Lowfrequency Vibration Measurement:1||Magnesia:1||Maintenance:1||Material Properties Optimization:1||Mechanoluminescence(ML):1||Mechanoluminescence:1||Mockup test:1||Modulus of elasticity:1||Monocalcium dialuminate:1||Morphology method:1||Noise Analysis:1||Noncement:1||Nonlinear analysis:1||OLED:1||PS Tendon:1||PS steel wire tension:1||PS 강선 긴장:1||PSC:1||PSC Ushaped:1||PSC U형거더:1||PSC bridge superstructure:1||PSC 교량 상부구조:1||PSC개구제 U형거더:1||PT 정착장치:1||Performance Evaluation:1||Performance evaluation:1||Perlite:1||Phase Change Material:1||Phase change material:1||Plate loading test:1||Porosimeter:1||Post Tension Anchorage:1||Postintegrated abutment bridge:1||Potassium phosphate:1||Powder:1||Practical modeling method:1||Pressure relief joint:1||Priority Ranking:1||Punching shear:1||Quasistatic test:1||RC building structures:1||RC 연결구조:1||RC연결구조:1||Radius:1||Reduction foundation thickness:1||Reiher & Meister curve:1||Reinforced concrete column:1||Reinforced concrete link connection:1||Repair materials:1||Repair mortar:1||Replacement:1||Residual deformation:1||Residual stress:1||Rheological property:1||SAO:1||SCM:1||Segmental Ushaped:1||Seismic retrofit priority:1||Seismicity:1||Shape Simplification:1||Shear reinforcement:1||Silicone rubber:1||Slab Girder:1||Slope:1||Spiral reinforcement:1||Spliced:1||Sreel Corrosion:1||Static Loading Test of Actual Specimen:1||Static load test:1||Steel sleeve packaged FBG 변형률 센서:1||Steelconcrete composite bridge superstructure:1||Strength loss:1||Strengthening existing member:1||Stress distribution:1||Stress intensity factor:1||Structural Behavior:1||Structural analysis:1||Structural and material damages:1||Structural behavior:1||Structural safety inspection:1||StrutTie Behavior:1||Supplementary cementitious material:1||Tension cracks:1||Thermal property:1||Vibration Usability:1||Waste glass:1||Wide upper flange:1||aramid fiber:1||autogenous shrinkage:1||bending test:1||blowup:1||carbon fiber:1||cement mortar:1||chemical reactors:1||concrete:1||concrete pavement:1||crack control:1||early age property:1||earlyage autogenous shrinkage:1||embedded strain gauge:1||fatigue:1||fiber bragg grating strain sensor:1||fiber bragggrating strain sensor:1||field measurement:1||flexural behavior:1||high performance concrete:1||high strength:1||highstrength concrete:1||hydration characteristics:1||industrial waste products:1||joint distress:1||joint movement:1||longterm behavior:1||numerical model:1||parametric study:1||porosity:1||powder:1||preflex girder bridge:1||pure span:1||pylon:1||rapid chloride penetration:1||reinforcement method:1||shear lag theory:1||silica sand:1||slab bridge:1||stirrup:1||stress transfer rule:1||temperature distribution:1||thermal shock:1||thermal stresses:1||transfer coefficient:1||ultra high strength concrete:1||감쇠비:1||감응원리:1||강합성 교량 상부구조:1||고강도 콘크리트:1||고성능 콘크리트:1||고인장 합금재:1||공용내하력:1||교량 바닥판 교체:1||구조 및 재료 손상:1||구조물 모니터링:1||구조성능 실험:1||구조안전점검:1||균열검출시스템:1||균열제어:1||급속교량시공:1||기초두께 감소:1||기초침하:1||긴급복구:1||긴장재 축방향 강성:1||나선보강:1||난연제:1||내진:1||내진보강 우선순위:1||내진설계:1||내하력:1||내화:1||니켈크롬 합금강바:1||다짐관리:1||다짐도시험:1||대체재:1||동결융해:1||동적안정성:1||동특성:1||디지털 이미지 분석:1||뚫림전단:1||마그네시아:1||매개변수연구:1||무시멘트:1||미분말:1||베이스 플레이트:1||보강공법:1||보수 모르타르:1||보수재료:1||복합 긴장 방식:1||복합긴장방식:1||볼트 체결식:1||부재보강 및 교체:1||분산정착:1||블랙아이스:1||블로우업:1||비탈면:1||상변화재료:1||상변환재료:1||상부플랜지 확장형:1||설계인장강도:1||성토:1||세그먼트 연결부:1||소형충격재하시험:1||송전철탑:1||수명관리:1||수은압입법:1||수치해석모델:1||스트럿타이 거동:1||스틸 그레이팅:1||스플라이스:1||슬래브거더:1||슬래브교:1||시간의존효과:1||신축이음장치:1||실리카샌드:1||실리콘:1||실물 모형체 실험:1||실물시험체 정적재하실험:1||실용적인 모델링 기법:1||실험적 응력해석:1||아라미드섬유:1||아바쿠스:1||알고리즘:1||압축응력을 도입:1||에너지 평가:1||연결부 일체성:1||연성:1||연성도 평가:1||열유동 해석:1||열화:1||열화 교량 바닥판:1||열화지표:1||염소 이온 확산계수:1||영상처리:1||온도보정:1||우선순위:1||원형 교각:1||원형기둥:1||유지관리:1||유한요소법:1||응력분산:1||이미지 조합:1||이중합성 박스거더교:1||인산칼륨:1||인장균열:1||잔류변형:1||잔류응력:1||장경간:1||재료분리:1||잭킹시스템:1||저주파수 진동계측:1||전단보강:1||정적재하시험:1||주탑:1||준정적 실험:1||중공 웨브 PSC 거더:1||중공 웹 PSC I형 거더:1||지진:1||철근 콘크리트 빌딩 구조물:1||철근콘크리트 보:1||철근콘크리트 연결부:1||초고강도 콘크리트:1||콘크리트 기둥:1||콘크리트 압입방식:1||콘크리트 탄성계수:1||콘크리트박리:1||클립유니트:1||탄소섬유:1||토공:1||평판재하시험:1||폭발손상평가:1||폭발하중:1||폭발해석:1||프리플렉스교:1||하중전달 시험:1||해상송전철탑:1||현무암 섬유:1||현장조사:1||협착 교량:1||형태학적 기법:1||화재손상평가:1||회전반경:1||휨 및 전단거동:1||휨성능:1||휨효율:1||ACI Committee 440:1||ACI committee 440:1||Abaqus:1||Accelerated bridge construction:1||Algorithm:1||Axial stiffness of strands:1||Basalt fiber:1||Base plate:1||Black Ice:1||Blast analysis:1||Blast damage evaluation:1||Blast load:1||Bolt fastened type:1||Bridge deck replacement:1||Browup:1||CA2:1||CO2 absorption:1||Calcium aluminate cement:1||Carbonatation:1||Carbonation:1||Cement hydration:1||Chloride Binding:1||Chloride diffusion coefficient:1||Circular column:1||Clip Unit:1||Compaction management:1||Compaction test:1||Compressive Strength:1||Concrete Surface Repair:1||Concrete peeling:1||Concrete structure:1||Concrete structures:1||Conversion:1||Crack detecting system:1||Damping ratio:1||Design tensile strength:1||Deteriorated bridge deck:1||Deterioration:1||Deviator stress:1||Digital image processing:1||Distributed Anchorage:1||Double Composite Box Girder Bridge:1||Dry joint:1||Ductility:1||Ductility evaluation:1||Dynamic characteristics:1||Dynamic stability:1||Earthwork:1||Efficiency factor of flexure:1||Electric power transmission tower:1||Electric power transmission towers on offshore:1||Embankment:1||Emergency restoration:1||Energy assessment evaluation:1||Euler–Lagrange coupling method:1||

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