ScholarWorks@Gachon: Choi, Ki Bong

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Choi, Ki Bong (최기봉)

Engineering (Division of Architecture & Architectural Engineering)

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Tel 031-750-5338
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바잘트:2||바잘트 섬유 시트:2||인공신경망:2||보강:2||basalt:2||basalt fiber sheet:2||사용성:2||reinforced concrete beam:2||Air flow rate:2||tensile strength:2||flexural strength:2||건조수축:2||FRP:2||철근콘크리트:2||Polymer concrete:2||Construction condition:1||Construction stage:1||Core Wall:1||Creep:1||Curing temperature:1||D. Mechanical testing:1||Datadrivenmodel:1||Deterioration:1||Durability evaluation:1||E. Extrusion:1||Elastic deformation:1||Energy production:1||Fan:1||Finite element analysis:1||Flexural retrofit:1||Floating photovoltaic power generation structure:1||Frame building:1||HVAC:1||Hybrid tall building system:1||MMA:1||MMAmodified vinyl ester:1||Maturity method:1||Modular system:1||Monitoring:1||NearSurfaceMounted retrofit:1||New and renewable energy:1||NonSeismically Designed:1||Nonlinear static analysis:1||Predict model:1||Prediction model:1||Preliminary design:1||Progressive collapse:1||Pushdown analysis:1||RC구조:1||Reinforced Concrete (RC) Frame:1||Reinforced concrete:1||Reinforced concrete beam:1||Relative humidity distribution:1||Safety:1||Seismic Assessment:1||Seismic designed:1||Seismic performance evaluation:1||Seismic retrofit:1||Serviceability:1||Setting shrinkage:1||Shrinkage:1||Stability:1||Standards for extension remodeling:1||Steel corrosion:1||SurfaceBonding retrofit:1||Temperature:1||Temperature distribution:1||Test project:1||Underground utility pipe tunnel:1||Unsaturated polyester resin:1||Vibration control:1||anchorage capacity:1||autogenous shrinkage:1||bio block:1||coefficient of thermal expansion:1||corewall:1||cracking resistance:1||debonded length:1||deformation capacity:1||drying shrinkage:1||effective strain:1||energy absorption capacity:1||finite element analysis:1||flexural fracture:1||flexural test:1||flexural toughness:1||floating photovoltaic (PV) power plant:1||installation:1||internal curing:1||internal relative humidity:1||lapilli:1||partially debonded NSM FRP strip:1||reinforced concrete:1||reinforced concrete (rc) frame:1||renewable energy:1||renewable portfolio standards (RPS) program:1||residual strength:1||retrofit:1||safe:1||seismic performance assessment:1||shear reinforcement:1||shear reinforcement effect:1||shear strength test:1||sheet:1||sheet debonding:1||sheet delamination:1||sheet rupture:1||single and triple lines of FRP:1||space house:1||steel fiber:1||steel fiber reinforced concrete:1||steel fiberreinforced concrete (SFRC):1||steel frame:1||strength:1||strength design method:1||superabsorbent polymers:1||unit module:1||usability:1||vegetation characteristic:1||water purification properties:1||강도설계법:1||강섬유:1||강섬유 보강 콘크리트:1||강재 프레임:1||건물 에너지:1||공기조화기:1||공기조화시스템:1||균열 제어:1||기둥축소량:1||내진 설계:1||내진보강:1||내진성능평가:1||노후도 고려:1||단위모듈:1||데이터기반 모델:1||모니터링:1||보정:1||비선형 정적 해석:1||상대습도분포:1||설치시:1||성능평가:1||송풍기:1||스페이스 하우스:1||시공조건:1||시트:1||시트 박리:1||시트부착 탈락:1||시트파단:1||안전성:1||안전진단:1||안정성:1||양중시:1||연속붕괴방지:1||염분 함유량:1||예비설계:1||예측모델:1||온도:1||온도분포:1||운송시:1||유한요소해석:1||인장응력:1||적층식 모듈러 시스템:1||전단강도실험:1||전단경간비:1||전단보강:1||전산유체역학:1||증축형 리모델링:1||지하공동구:1||진동제어:1||철근 부식:1||철근콘크리트 내구성:1||철근콘크리트 보:1||철근콘크리트보:1||초고층복합빌딩:1||코어월:1||콘크리트 탄산화:1||크리프:1||탄성변형:1||표면매입 보강:1||표면부착 보강:1||풍량:1||풍량변화:1||휨강도:1||휨보강:1||휨실험:1||A. Glass fibres:1||휨파괴:1||Air Handling Unit (AHU):1||Artificial Neural Network (ANN):1||Artificial Neural Networks:1||B. Strength:1||Building Energy:1||CFD:1||Carbonation:1||Chloride content:1||Collapse prevention:1||Collapsed column:1||Column shortening:1||Compensation:1||Compressive strength:1||Concrete durability: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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