ScholarWorks@Hanyang University: Jo, Byung Wan

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Jo, Byung Wan (조병완)

서울 공과대학 (서울 건설환경공학과)

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silica fume:4||alkali activator:4||polymer concrete:4||Compressive strength:4||compressive strength:3||driving stability:3||artificial neural network:3||유비쿼터스:3||wind barrier:3||bridge WIM system:3||energy harvesting:3||cablestayed bridge:3||MMTUP nanocomposites:3||unsaturated polyester resin:3||influence line:3||side wind:3||car accident risk:3||Alkali activation:3||nano MMT(Montmorillonite):2||nano SiO2:2||noise energy:2||noise energy generating device:2||steel composite cablestayed bridge:2||nondestructive test:2||strength development:2||Sensor network:2||녹색사회기반시설:2||green infrastructure:2||hardening mechanism:2||Sewage sludge ash:2||construction:2||초고강도 분체콘크리트:2||무선:2||Chemical synthesis:2||FCM:2||pozzolanic reaction:2||ubiquitous:2||ultrahigh strength powder concrete:2||Proper orthogonal decomposition:2||proximity warning system:2||Buffeting:2||reaction products:2||recycled PET:2||deflection:2||viscoelasticity:2||Highly functional construction material:2||Internet of Things:2||mechanical model:2||mechanical properties:2||에너지 하베스팅:2||metakaolin:2||Deflection:2||영향선:2||Ubiquitous:2||cloud computing:2||fly ash:2||인공신경망:2||flyash:2||force identification:2||Mechanical properties:1||Mechanical strength:1||Mortar:1||Mortars:1||NCC:1||NFC:1||Navigation Guiding Applicaion:1||New Madrid:1||Numerical modeling:1||PSC I girder bridge:1||PSC I거더교:1||PSC 거더:1||Partial Least Squares:1||Physical characteristics:1||Portal:1||Pozzolan:1||RCFFT diagonal strut:1||RFID:1||Recycling:1||Safety:1||Safety Management:1||Sensor:1||Sequential excavation method:1||Smart Bridge Monitoring System:1||Steel Bridge:1||Structure:1||Sulfate attack:1||Supporting Vector Regression:1||Sustainable:1||Tunnel:1||USN:1||Ultra high strength powder concrete:1||Vessel:1||WIM센서:1||Waste management:1||WeighInMotion(WIM):1||Wireless:1||activator:1||admixture:1||aeroelastic energy:1||air quality monitoring:1||alkali activation:1||aqueous carbonation:1||artificial lightweight aggregate:1||artificial neural network (ANN):1||axle detector:1||azure machine learning:1||binder content:1||blockchain:1||bridge:1||bridge weighinmotion (BWIM):1||bridges:1||building material:1||carbon dioxide emission:1||cement composites:1||cement mortar:1||cementitious material:1||cementitious materials:1||clustering technique:1||collision accident:1||concrete filled fiber reinforced plastic tube:1||concrete structure:1||confining effect:1||construction accidents:1||construction worker:1||corrosion:1||corrosive environment:1||coupled flutter instability:1||creep compliance:1||data analysis:1||detection:1||displacement measurement:1||dowel:1||durability:1||event detection:1||excavator:1||filler:1||finite element analysis	1. IntroductionFinite element analysis was used to obtain the local distribution of setting stresses in different models of recycledPET polymer concrete as a function:1||fuzzy logic:1||geopolymer:1||green SOC:1||hard hat:1||heavy equipment:1||high performance:1||high temperaturepressure of curing:1||homography matrix:1||hydration:1||hydrogenrich water:1||hydrothermal synthesis:1||incidence rates:1||intelligent monitoring:1||internet of things:1||internetofthings:1||lightweight concrete:1||mechanical:1||mechanical strength:1||microstructure:1||midamerica:1||middleware:1||mine environment index:1||miner&apos:1||moderate:1||monitoring:1||mortality rates:1||mortar:1||nanoSiO2:1||nanosilica:1||occupational accidents:1||occupational injuries:1||outlier detection:1||overload:1||particulate matter:1||physiological data:1||port structure:1||pozzolan:1||pozzolanic reactions:1||prestressed concrete girder:1||quasistatic flexural test:1||realtime:1||recycle:1||recycled aggregate:1||recycledPET polymer concrete:1||regulation:1||reinforced concrete filled FRP tube:1||remote control:1||robust construction safety system:1||s localization:1||safety:1||section model test:1||seismic:1||selfcompacting:1||selfcompacting concrete:1||selfinduction:1||sensor:1||sensor technology:1||setting shrinkage stress:1||sewage sludge ash:1||shifted factor:1||shrinkage:1||single span suspension bridge:1||slumpflow test:1||smart band:1||smart contract:1||smartphone camera:1||stiffened girder:1||stress ratio:1||stressstrain curve:1||structural health monitoring (SHM):1||structure monitoring:1||structure stability evaluation:1||subway tunnels:1||sulfate attack:1||template matching:1||thermoelectric effect:1||thermoelectric element:1||ultimate strength:1||underground coal mines:1||underground mines:1||uniaxial test:1||urban infrastructure:1||urban stream:1||vehicle information:1||vibration energy:1||vibration power generator:1||vibration power generator system:1||viscoelastic:1||web monitoring:1||weibull distribution:1||wireless:1||감지기:1||강교:1||강도 발현 특성:1||강합성 사장교:1||건설 산업:1||건설 소재:1||건설구조물:1||건설장비:1||건축토목 구조물:1||경화 매카니즘:1||계면영역:1||계층분석법(AHP):1||고온고압양생:1||고유직교분해법:1||공력탄성 에너지:1||과적:1||교량:1||교량 자산관리 시스템:1||교량의 주행중 차량하중분석시스템:1||구조:1||굴삭기:1||나노 몬모릴로나이트:1||나노 실리카:1||내수면:1||다웰:1||단경간 장대 현수교:1||단속:1||동특성:1||메타카올린:1||모바일:1||미들웨어:1||밀폐작업공간:1||반응 생성물:1||방풍벽:1||버페팅:1||보강형:1||불포화 폴리에스테르 수지:1||비파괴 시험:1||사장교:1||산소결핍:1||산업재해:1||선박:1||센서:1||센서 네트워크:1||센서네트워크:1||소음발전 디바이스:1||소음에너지:1||안전:1||안전관리:1||안전사고:1||알카리 활성제:1||알칼리 활성재:1||압축강도:1||역학적 모델:1||연성플러터:1||열전소자:1||열전현상:1||영상:1||온실가스:1||운행도우미 어플리케이션:1||원격 제어:1||유해가스:1||자기유도기술:1||재활용:1||저탄소 녹색도시:1||전자해도:1||점탄성:1||접근 감지 시스템:1||정규상호상관기법:1||주행안정성:1||주행중 차량중량 측정시스템:1||중진대:1||지능형 교량 모니터링 시스템:1||지진해석:1||진동력 발전시스템:1||진동력 발전장치:1||진동에너지:1||질식감지 핸드스테이션:1||질식사고:1||차량사고 위험도:1||차량하중분석시스템:1||처짐:1||처짐값:1||축 감지기:1||캔틸레버 공법:1||탄소 저감 흡수:1||페로실리콘:1||포졸란:1||포졸란 반응:1||폴리머콘크리트:1||피로하중모형:1||하수슬러지:1||하중 식별:1||활하중모형:1||2차원 보강형 단면 풍동실험:1||횡풍:1||3D printing:1||ANN:1||ANOVA:1||Accident:1||Acid resistance:1||Alkali activator:1||Alkalitreated jute fibre:1||Alternative cementitious material:1||Approach Detection System:1||Arduino:1||Arduino monitoring:1||Around View Monitor:1||Article:1||Artificial Neural Network:1||Asset Management:1||Author Guide:1||BWIM system:1||Bridge:1||Building material:1||CO(2) reduction:1||CO2 sequestration:1||CameraReady Format and Paper Specifications.:1||Carbon dioxide emission:1||Cement:1||Cement composite:1||Cement mortar:1||Cementitious materials:1||Co2 reduction:1||Coal mine:1||Compressive strength loss:1||Concrete:1||Concrete degradation:1||Construction Equipments:1||Construction Industry:1||Construction Structure:1||Dynamic Characteristic:1||Electrical resistivity:1||Excavator:1||Fatigue load model:1||FerroSilicon:1||Fiber Bragg Grating Sensor:1||Finite element method:1||Fuzzy:1||GUI:1||Heat Forecasting:1||Hydrogenrich water:1||Hydrothermal synthesis:1||IENC:1||Image:1||InTransition Zoneterfacial domain:1||Industrial Accident:1||Inland Water:1||InternetofThings:1||InternetofThings (IoT):1||Level of Service:1||Live load model:1||MMT(Montmorillonite)UP 나노 복합체:1||Maintenance:1||

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