ScholarWorks@Gachon: Kim, Sun Hee

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Kim, Sun Hee (김선희)

Engineering (Division of Architecture & Architectural Engineering)

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유한요소해석:8||Finite element analysis:4||numerical analysis:4||PFRP:3||finite element analysis:3||Track support stiffness:3||flexural test:3||Ballasted track:2||PV:2||단기거동:2||FRP:2||pultruded FRP:2||라멘교:2||FEA:2||편평시험:2||buckling:2||mechanical properties:2||arched steel fiber:2||compressive strength:2||ring deflection:2||SMC:2||휨실험:2||관변형:2||좌굴:2||structural behavior:2||structural design:2||filament winding FRP:2||concrete:2||실물재하실험:2||Finite element analysis (FEA):1||Finite element method:1||Flexible pipe:1||Flexural strength test:1||Floating photovoltaic power generation structure:1||Fullscale loading test:1||GFRP:1||GRP관:1||Halfpipe stiffener:1||HybridCFFT:1||Installation:1||Interaction:1||I형 PFRP:1||Lateral torsional buckling:1||Maximum Bending strain:1||Measurement system:1||Mechanical properties:1||Mooring:1||New and renewable energy:1||PHC pile:1||PHC 말뚝:1||PV generation:1||PV plant:1||Parallel plate loading test:1||Pipe stiffness:1||Plate girder:1||Polyethylene pipe:1||Pultruded FRP:1||Pultruded Ishape FRP:1||Qualitative analysis:1||Qualitative prediction model:1||RC구조:1||Rahmen bridge:1||Rail joint:1||Rail pad:1||Restrained drying shrinkage:1||SFRC:1||Safety:1||Service railway line:1||Shortterm behavior:1||Slab track:1||Solar energy:1||Spring stiffness:1||Steel fiberreinforced concrete:1||Strength:1||Structural safety:1||Track deformation:1||Track impact factor:1||Track irregularity:1||Trackingtype PV power generation:1||Vertical rail displacement:1||Vertical ring deflection:1||Yeongjong Bridge:1||Young&apos:1||aged bridge:1||arbon fiber reinforced polymer rebar:1||array:1||ash pond:1||automated measurement methodology:1||basalt fiber sheet:1||bearing:1||bond performance:1||bridge life cycle:1||buried underground:1||carbon fiber  sheet:1||compression behavior:1||compressive strength test:1||computational fluid dynamic analysis:1||concrete composite piles:1||concrete sleepers:1||confinement:1||corewall:1||crack control:1||cracks:1||cylindrical bearing:1||design analysis:1||design code:1||direct fixation track:1||displacement behavior:1||dynamic:1||dynamic behavior:1||ecofriendly:1||elastic modulus:1||environmental hazard:1||faceplate:1||failure analysis:1||failure mode effects analysis:1||fatigue strength:1||fiber reinforced polymeric plastic (FRP):1||fiberreinforced polymer member:1||field measurement:1||finite  element  analysis:1||flexural fracture:1||flexural reinforcing:1||flexural stiffness:1||flexural strength test:1||floating PV generation structure:1||floating photovoltaic:1||free drying shrinkage:1||glass fiber reinforced polymer mortar pipe:1||glass fiber reinforced polymer plastic pipe:1||high aluminate cementmixed mortar:1||highperformance:1||history data:1||hybrid CFFT pile:1||hydraulic characteristic:1||impact hammer test:1||laboratory model test:1||laboratory test:1||laminate plate theory:1||line bearing:1||load multiplier:1||mechanical pressurizing equipment:1||middle band:1||mooring system:1||natural frequency:1||new repair material:1||novel rubber boot:1||parallelplate test:1||pavement:1||pipe stiffness:1||polyvinyl chloride:1||precast deck:1||pressurization effect:1||rahmen bridge:1||railway bridge:1||reinforced concrete (rc) frame:1||reinforcing fibers:1||residual stress:1||resilient pad:1||restrained drying shrinkage:1||retrofit:1||risk analysis:1||rubber boot:1||s modulus:1||safe:1||sandcoated carbon fiberreinforced polymer (CFRP):1||sawdust:1||seismic performance assessment:1||shear connector:1||shear strength:1||shear strength test:1||sheet debonding:1||sheet delamination:1||sheet molding compound FRP:1||sheet rupture:1||shortterm behavior:1||sleeper floating track:1||slenderness ratio:1||soilpipe interaction:1||space house:1||steel frame:1||steel pipe pile:1||steelplate composite wall panels:1||subway box structure:1||tensile strength:1||tensile strength test:1||tension clamp:1||the Yeongjong Grand Bridge:1||track deformation:1||tunnel displacement:1||turnout maintenance:1||unit module:1||usability:1||visual inspection:1||wind load:1||강관말뚝:1||강섬유보강콘크리트:1||강재 프레임:1||계류:1||관 강성:1||관강성:1||구속건조수축:1||구속된 충전강관:1||구속효과:1||구조적 거동:1||구조해석:1||국부좌굴:1||균열 제어:1||노후교량:1||단부보강재:1||단위모듈:1||바잘트 섬유 시트:1||반원기둥보강재:1||받침연결장치:1||보강:1||사용성:1||생애주기:1||설계 검토:1||설계기준:1||성능평가:1||수리특성:1||수상태양광발전:1||수직 관변형:1||스페이스 하우스:1||시공:1||시트 박리:1||시트부착 탈락:1||시트파단:1||실내모형실험:1||실험:1||아치형 강섬유:1||안전성:1||알톱밥:1||압축강도:1||압축강도시험:1||압축거동:1||역학적 특성:1||역학적성질:1||연성관:1||염화비닐관:1||유리섬유강화 모르타르 관:1||유리섬유복합체:1||인장강도시험:1||자유건조수축:1||적층판이론:1||전단강도시험:1||전단연결재:1||정밀해법:1||좌굴안전율:1||지반관 상호작용:1||지중매설:1||최대 휨 변형률:1||추적식 태양광발전:1||친환경:1||코어월:1||콘크리트:1||탄소보강근:1||탄소섬유시트:1||태양광발전:1||패널 유리섬유복합재:1||펄트루젼 FRP:1||포장재:1||폴리에틸렌 관:1||프리캐스트 바닥판:1||플레이트 거더:1||피로강도:1||필라멘트 와인딩 FRP:1||하이브리드 CFFT 말뚝:1||하중저항계수설계:1||환경 유해성 물질:1||횡비틀림좌굴:1||휨보강:1||Arched steel fiber:1||휨파괴:1||Arrangement:1||Bolted connection:1||Booted sleeper track system:1||Buckling:1||CCFT:1||Composite pier:1||Compressive strength:1||Compressive strength test:1||Concrete crack:1||Coping:1||Corroded:1||Design:1||Design analysis:1||Desk slab:1||Direct fixation track:1||Durability:1||Dynamic behavior:1||Dynamic wheel load:1||EPDM chip:1||EPDM칩:1||Elastic material:1||End stiffener:1||Energy production:1||Evaluation method:1||Experiment:1||Experimental test:1||FEM:1||Field measurement:1||

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1342, Seongnam-daero, Sujeong-gu, Seongnam-si, Gyeonggi-do, Republic of Korea(13120)031-750-5114

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