ScholarWorks@Hanyang University ERICA Campus: Lee, Han Seung

Detailed Information

Lee, Han Seung (이한승)

ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)

Research Area: 건축재료/시공, 콘크리트/시멘트/친환경재료, 내구성/부식방식/센서/IoT

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Keyword

concrete:34||콘크리트:28||corrosion:27||compressive strength:25||Carbonation:24||압축강도:23||Corrosion:22||Corrosion inhibitor:21||Concrete:19||Compressive strength:19||금속용사:18||Molecular dynamics:14||부식:14||Carbon steel:12||SEM:12||carbonation:11||DFT:11||탄산화:11||고로슬래그:11||Steel:11||fly ash:11||durability:10||기포제:10||EIS:10||Electrochemical impedance spectroscopy:10||경화촉진제:10||확산계수:9||direct shear test:9||철근부식:9||초고성능 콘크리트:9||Corrosion inhibition:9||Hydration:8||steel:8||FEM analysis:8||coating:8||blast furnace slag:7||철근:7||적산온도:7||전기로 산화슬래그:7||Mortar:7||직접전단시험:7||bond strength:7||부착강도:7||오존:7||Microstructure:7||저온환경:7||염소이온:6||수산화칼슘:6||미세분석:6||부식거동:6||Density functional theory:6||탄산칼슘:6||POFA:6||Palm oil fuel ash:6||이산화탄소:6||FEM 해석:6||Fly ash:6||bonding shear strength:6||electrochemical impedance spectroscopy:6||전기화학적 임피던스 분광법:6||조강시멘트:6||고로슬래그 미분말:6||Diffusion Coefficient:6||ultrahighperformance concrete:6||내구성:5||Xray diffraction:5||수화열:5||강재:5||hydration:5||상변화물질:5||상변화 물질:5||ground granulated blast furnace slag:5||CO2:5||방식성능:5||방청제:5||건축표준설계기준:5||chloride ion:5||chloride:5||Slag:5||cement paste:5||cement mortar:5||철근콘크리트:5||고로슬래그미분말:5||Microanalysis:5||Chloride:5||N80 steel:5||Service life:5||deep learning:5||전단부착강도:5||내구수명:5||재료시공:5||플라이애쉬:5||Chloride Ion:5||단위수량:5||염화물:5||염해:5||metal spray:5||mechanical properties:5||γC2S:5||Polarization resistance:5||FEM Analysis:5||XRD:5||Hardening accelerator:4||Mild steel:4||모르타르:4||Passive film:4||잠열:4||cement:4||RC structures:4||GGBFS:4||혼화재:4||내한촉진제:4||Compressive Strength:4||초고강도 콘크리트:4||ozone:4||Corrosion behavior:4||Numerical simulation:4||foaming agent:4||arc thermal spray:4||arc thermal metal spray:4||단열거푸집:4||Building Code:4||hardening accelerator:4||cold joint:4||프리캐스트 콘크리트:4||anion exchange resin:4||시멘트 페이스트:4||monitoring:4||free CaO:4||시멘트 모르타르:4||Adsorption:4||Ethylene glycol:4||Precast concrete:4||열적성능:4||advanced water treatment:4||딥러닝:4||ground granulated blastfurnace slag:4||Expansion:4||admixture:4||분극저항:4||투수성:4||Corrosion monitoring:4||Inhibitor:4||Artificial neural network:4||Hydration Model:4||maturity:4||콜드조인트:4||low temperature:4||calcium carbonate:4||unitwater content:4||bonding strength:4||전자파:4||Metal spray:4||Chloride attack:4||Forming Agent:4||corrosion resistance:4||Reinforcement corrosion:4||전기화학:4||construction joint:4||조기강도:4||고주파 아크 금속용사:4||Durability:4||철근 부식:4||Durability Life:4||Translucent:3||Slip coefficient:3||Electric arc furnace oxidizing slag:3||curing temperature:3||Mineral Admixture:3||감수제:3||Steel rebar:3||Modeling:3||Strength:3||Alkali Accelerator:3||Electrochemical:3||고도정수처리:3||Acid inhibition:3||고주파수분센서:3||Corrosion Inhibitor:3||Surface roughness:3||electrochemical technique:3||electromagnetic pulse:3||electromagnetic wave:3||energy saving:3||다르시의 법칙:3||Electrochemical techniques:3||모니터링:3||Corrosion inhibitors:3||water cement ratio:3||Corrosion of rebar:3||Hydration model:3||UHPC:3||물시멘트비:3||frequency domain reflectometry sensor:3||Corrosion resistance method:3||Ultra high strength concrete:3||Hydrazone:3||Corrosion sensor:3||Chloride ion:3||방동제:3||배합 인자:3||Acidizing process:3||Crack:3||보수공법:3||Carbon Dioxide:3||Ozone:3||PCM:3||부착성능:3||상대 밀도:3||hydration heat:3||hydration model:3||석고:3||센서:3||Penetration depth:3||inhibitor:3||수화모델:3||Phase change material:3||Workability:3||XPS:3||습식탄산화:3||DFTB:3||시멘트:3||FEM:3||latent heat:3||Darcy's Law:3||Coating:3||Zn/Al metal spray:3||Coefficient of Diffusion:3||maturity method:3||Deep learning:3||알칼리 자극제:3||양생온도:3||Coefficient of diffusion:3||Admixture:3||Precast Concrete:3||microstructure:3||열적 성능:3||Density Functional Theory:3||LCC:3||aluminum:3||mortar:3||Finishing Material:3||Finite element method:3||Firstprinciples DFT:3||Flexural strength:3||CO2 curing:3||RC Structure:3||phase change material:3||자연전위:3||RC 구조물:3||RC구조물:3||Raman spectroscopy:3||bonding shear performance:3||Rebar:3||calcium hydroxide:3||carbonation depth:3||rebar:3||차폐:3||Cathodic protection:3||repair:3||Rheology:3||초조강 콘크리트:3||scanning electron microscopy:3||chloride attack:3||chloride binding:3||Bond strength:3||sensor:3||침투깊이:3||service life:3||chloride penetration:3||shielding:3||코팅:3||shielding effectiveness:3||Material and Construction:3||Cement hydration:3||cold weather concrete:3||Mechanical properties:3||타펠외삽법:3||steel rebar corrosion:3||Green inhibitor:3||steel structures:3||Cement mortar:3||표면 보수공법:3||표면피복재:3||플라이 애쉬:3||플라이애시:3||Mg(OH)2:3||thermal energy storage:3||thermal performance:3||CO2 양생:3||corrosion inhibition:3||Halfcell potential:3||흑연:3||Ion exchange:2||Polymer concrete:2||Darcy's law:2||아질산 리튬:2||매스콘크리트:2||평균침투깊이:2||Metal Sprayed:2||mass concrete:2||아크금속용사:2||포수양생:2||Thiazolidinedione:2||포졸란 반응:2||Concrete structure:2||폴리머 혼입 모르타르:2||Isonicotinohydrazide:2||압축 강도:2||Natural Zeolite:2||마이크로 캡슐 PCM:2||accelerator for freeze protection:2||Potential:2||표면 거칠기:2||마감재:2||metal spray system:2||metal sprayed coating:2||Agricultural waste:2||Metal oxides:2||에너지저감:2||adhesion ratio:2||Potentiodynamic:2||회수수:2||Embedded sensor:2||레올로지:2||microencapsulated PCM:2||열 에너지 저장:2||Pozzolanic reaction:2||Calcium Carbonate:2||딥 러닝:2||표면마감재:2||conductivity:2||Chloride Penetration:2||mild steel:2||Thermal energy storage:2||Predicting Carbonation Depth:2||Cold joint:2||Electrochemistry:2||Contact angle:2||mixing factor:2||Humidity sensor:2||Fineness:2||LCA:2||model:2||Electrochemical treatment:2||Metal spray system:2||The Independent Elderly people:2||βC2S:2||염화물 고정:2||molecular dynamics:2||LCC Evaluation:2||Probability:2||extra water:2||단위 용적 중량:2||superhighearlystrength concrete:2||Construction joint:2||Territory Formation:2||오토클레이브:2||온도이력:2||anticorrosion performance:2||antifreezer:2||natural zeolite:2||Corrosion current density:2||Finite element analysis:2||application evaluation:2||단열성능:2||zinc:2||Tensile strength:2||vibration damping ratio:2||QSAR:2||open circuit potential:2||Carbonation Progress:2||Carbonation Velocity:2||단면수복재:2||superplasticizer:2||음이온교환수지:2||Life Pattern:2||Nano:2||equivalent age:2||Sensor:2||이온교환:2||Temperature:2||pH value:2||Blast Furnace Slag:2||내오존성능:2||paraffin:2||일면전단 실험:2||피복두께:2||RC Structures:2||내오존성:2||임피던스 분광법:2||Diffusion:2||permeability:2||Minisensor:2||phase change materials:2||내식성:2||하이드로탈사이트:2||Electrochemical method:2||bamboo ash:2||Tafel Extrapolation Method:2||재현성:2||Cement paste:2||biochar:2||내구성 설계:2||TSMA:2||wireless sensor network:2||TGDTA:2||적산온도법:2||적외선:2||적용성 평가:2||polarization resistance:2||전기로 산화 슬래그:2||Sustainable performance:2||기포:2||전기로 환원슬래그:2||Blast Furnace Slag Powder:2||Radiation shielding concrete:2||Fly ash or slag blended concrete:2||Building Materials:2||한중 콘크리트:2||Lighttransmitting concrete:2||전기화학적 방법:2||Autoclave:2||electromagnetic pulse shielding:2||NMA:2||Service life prediction:2||pozzolanic reaction:2||electromagnetic pulse (EMP):2||Electrochemical impedance spectroscopy (EIS):2||prediction:2||균열지수:2||Metals:2||Computational modeling:2||Recycling water:2||Autogenous shrinkage:2||Ca(OH)2:2||electrochemical method:2||surface roughness:2||전자기파:2||전자기파 차폐:2||Surfacefinishes:2||Reinforced concrete:2||SurfaceFinishes:2||공기량:2||접촉각:2||Average Penetration Depth:2||제강슬래그:2||carbon dioxide:2||Electrochemical analysis:2||Free CaO:2||radiation shielding concrete:2||Free volume theory:2||공극:2||Lithium Nitrate:2||Lithium nitrate:2||중량 콘크리트:2||고체전극:2||surface treatment:2||Electrochemical action spectra:2||AlMg 합금:2||recycled aggregate:2||recycled aggregate concrete:2||reduction slag:2||Corrosion Inhibition:2||curing condition:2||reinforced concrete:2||corrosion area:2||Low Temperature:2||reinforcement:2||차폐효과:2||천연제올라이트:2||Surface Repair method:2||Durability Design:2||Montecarlo Method:2||Chemical medicines:2||철근 콘크리트:2||Monte Carlo simulation:2||relative density:2||High early strength cement:2||고도정수처리장:2||Specialized Center:2||고도정수처리시설:2||Accelerator for Freeze Protection:2||고도정수처리 시설:2||cement hydration:2||Super high early strength concrete:2||High Strength Concrete:2||초고강도 콘크리트, 물결합재비, 진공 포수양생, 압축강도:2||고강도콘크리트:2||고강도 내화 콘크리트:2||Concrete Structures Repair:2||Electric arc furnace slag:2||초기동해:2||rheology:2||MLR model:2||corrosion behavior:2||혼화제:2||Advanced Water Treatment Plant:2||EMP:2||Cement:2||the Prediction of Carbonation Process:2||Machine learning:2||Heating sheet:2||chloride adsorption:2||thermal conductivity:2||water repellent:2||Bond stiffness:2||thermal machanism:2||친환경 억제제:2||Hardening catalyst:2||Molecular Dynamics:2||Early Compressive Strength:2||corrosion sensor:2||water permeability:2||SCCDFTB:2||SCP:2||corrosion inhibitor:2||MgO:2||waterproofing/corrosion:2||Modelling studies:2||콘크리트 구조물:2||shielding effect:2||환원슬래그:2||Strength Development:2||corrosion monitoring:2||Global warming:2||Early Strength:2||Model:2||콘크리트 탄산화:2||simulation:2||활성도 지수:2||CaObased byproduct:2||slump flow:2||Early strength:2||건축재료:2||활성슬러지:2||거푸집:2||solar heat paint:2||Mechanical activation:2||Advanced water treatment:2||ultrahigh strength concrete:2||Concrete pore solution:2||diffusion coefficient:2||강도증진:2||Unit Volume Weight:2||Crbearing rebar:2||diffusion:2||Outpatient department.:2||C3S:2||Scanning electron microscopy (SEM):2||Activatedsludge:2||Mesoscale modelling:2||탄산화 진행:2||high blaine cement:2||halfcell potential:2||부식 모니터링:2||high early strength cement:2||부식 억제제:2||gypsum:2||Ozone Resistance:2||부식센서:2||Ozone resistance:2||W/B:2||탄산화 진행 예측:2||방수/방식재:2||부착 강도:2||방사선 차폐 콘크리트:2||방사능 차폐 콘크리트:2||Green compound:2||Equivalent circuit:2||highfrequency arc metal spray:2||분말도:2||발열특성:2||Water Penetration of Concrete:2||Optical properties:2||highstrength fire resistance concrete:2||발열거푸집:2||Optical fibre:2||Carbon dioxide:2||Steel corrosion:2||graphite:2||Epoxy resin:2||Ultrahigh performance concrete:2||Calcium Hydroxide:2||concrete carbonation:2||생애주기비용 평가:2||geopolymer:2||탄소강:2||Patient Focused:2||hydrotalcite:2||Solidstateelectrode:2||CO2 accelerated curing:2||태양열 차단 도료:2||Insulated Form:2||Wet Carbonation:2||impregnation:2||바이오차:2||FDM analysis:2||밀도:2||infrared rays:2||Silica fume:2||수화:2||Metal Spray:2||수화반응:2||Mixture Factor:2||Electreochemical impedance spectroscopy:2||Xray:2||Arc thermal spray:2||freezing and thawing:2||insulation performance:2||interfaces:2||Phase change materials:2||슬래그:2||Phenol:2||파라핀:2||슬럼프 플로우:2||팽창성:2||Calcium hydroxide:2||Photoelectrochemical water oxidation:2||Section Restoration Material:2||시공이음부:2||시공조인트:2||CaO원 부산물:2||Tokyo Area:2||unit water content:2||concrete mixing proportions:2||layered double hydroxide:2||Nondestructive:2||무(無)스팀양생:2||lightweight concrete:2||flyash:2||시멘트페이스트:2||Non steam curing:2||concrete pore solution:2||CO2저감:2||Rutile:1||Salkylated mercaptobenzimidazole:1||SBR:1||SBR Polymer:1||SBR폴리머:1||SEM, EIS:1||SHAP method:1||Sacrificial  anode reaction:1||Sacrificial anodes:1||Saline environment:1||Saturated Ca(OH)(2) solution:1||Scanning Electron Microscopy:1||Scanning electron microscope:1||Scanning electron microscopy:1||Scanning electron microscopy (SEM)/focused:1||Screenprint:1||Second sound effects:1||Section Repair:1||Section Restoration Method:1||Self compacting concrete:1||Self shrinkage:1||Selfbridging:1||Selfhealing:1||Selfhealing coating:1||Selfhealing technology:1||Sensor system:1||Setting Time:1||Shear corrosion section:1||Shear strength:1||Shielding Effectiveness(SE):1||Silica Fume:1||Simulated concrete pore solution:1||Simulation:1||Slab:1||Slag reaction:1||Slagblended concrete:1||Snail shell ash:1||Solgel process:1||Solidstate reference electrode:1||Sorptivity:1||Special concretes:1||Spectroscopic properties:1||Spin/spraycoating:1||Stable photocatalyst:1||Steel Corrosion:1||Steel Slag Aggregate:1||Steel Structure:1||Steel slag:1||Steel slagn aggregate:1||Strength and durability:1||Strengthening method:1||Structural Lightweight Formed Concrete:1||Structural concrete:1||Structural health monitoring (SHM):1||Sub zero curing temperature:1||Sulfate removal:1||Sulfate resistance:1||Sulfur mustard:1||Sulphate:1||SuperHighEarlyStrength Mortar:1||Supercapacitors:1||Superhydrophobic surface:1||Supplementary cementitious materials:1||Surface Finishing materials:1||Surface Roughness:1||Surface analyses:1||Surface finishing:1||Surface finishing materials:1||Surface modification:1||Surface treatments:1||Sustainability:1||Sustainable concrete:1||Sustainable development:1||Sustainable industrial processes:1||Sustainable mortar:1||Tafel extrapolation method:1||Temperature Profile:1||Temperature history:1||Temperature rise:1||Tensile test:1||The Darcy's Law:1||Theoretical modeling:1||Thermal Performance:1||Thermal Property:1||Thermal performance:1||Thermal properties:1||Thermal spray:1||Thermally activated:1||Thermomechanical properties:1||Thiazole:1||Thiazolidine derivatives:1||Thiazolone:1||Thiocarbamide:1||Ti alloy:1||Time effect:1||Time synchronization:1||Triazine derivatives:1||Triazole:1||Tricalcium silicate:1||Twodimensional chloride penetration:1||Ultimate hydration heat Q max:1||Ultra High Performance Concrete:1||Ultra High Strength Concrete:1||Ultra high strength mortar:1||UltraHigh Strength Fiber Reinforced Cementitious Composites(UHSCC):1||Ultrahigh performance concrete (UHPC):1||Ultrahighperformance concrete(UHPC):1||Ultrahighstrength paste:1||Ultrafiltration:1||Ultrafine fly ash:1||Uncertainty interpretation:1||Unified spacetime finite element method:1||Unsaturated polyester resin:1||Urea:1||VRML:1||VRML (Virtual Reality modeling Language):1||Vacuum water absorbing curing:1||Variational formulation:1||Viscosity:1||Viscosity Modifying Admixture:1||Volume stability:1||Warionia saharea:1||Waste Management:1||Wastewater:1||Water Penetration:1||Water Penetration of Mortar:1||Water penetration of concrete:1||Water repellent:1||Water to cement ratio:1||WaterBinder ratio:1||WaterRepellent Concrete:1||Waterabsorbing curing:1||Weight of Unit Volume:1||Well acidization:1||Wet carbonation:1||Winter concreting:1||Wireless sensor networks (WSNs):1||Xray diffraction (XRD):1||X선:1||X선:1||X선 차폐 콘크리트:1||Yield Stress:1||ZIF67:1||ZIF8:1||Zeolitic imidazolate frameworks:1||Zeta potential:1||Zinc:1||Zn:1||ZnAl:1||ZnSn구성비율:1||Zn/AI metal spray:1||Zn/Al 금속용사:1||ZnO nanowires:1||Zwitterion:1||acid:1||acrylic viscosity agent:1||adhesion property:1||adhesion strength:1||adiabatic temperature rise:1||adiabatic temperature rise test:1||adsorption:1||adsorption characteristics:1||air permeability:1||air volume:1||alkaliactivated slag:1||alkaline activator:1||alkaline corrosion:1||almond shell:1||aluminate cement:1||aluminosilicates:1||amino alcohol inhibitor:1||amorphous material:1||anticorrosion:1||apparent activation energy:1||apparent energy:1||arc thermal:1||arc thermal metal film:1||arc thermal metal spraying:1||arc thermal metal spraying film:1||arc thermal metal spraying method:1||arc thermal metal spraying method (ATMSM):1||arc thermal spraying:1||arcthermal metal spraying method:1||arduino:1||artificial lightweight aggregate:1||artificial reef:1||attachment:1||autoclave:1||autogenous shrinkage:1||average corrosion rate:1||average penetration depth:1||bamboo:1||bingham model:1||blast furnace slag powder:1||blast furnace slag powder(BFSP):1||blastfurnance slag:1||blended concrete:1||bond:1||bond adhesion:1||bond performance:1||bond shielding:1||boundary element method:1||building structural durability:1||cCalcium hydroxide:1||cafe:1||calcined Hwangtoh clay:1||capillary pore volume:1||capric acid:1||carbon black:1||carbon dioxid:1||carbon dioxide uptake:1||carbon fiber sheet (CFS):1||carbon steel:1||carbonaion progress:1||carbonation prediction:1||carbonation progress:1||carbonation reduction coefficient:1||carrier:1||cass test:1||cathodic protection:1||cement classification:1||cement composite:1||cement paste compressive strength:1||cement replacement:1||cement thickening agent:1||cement type:1||ceramic mortar:1||chemical activation:1||chemical interaction:1||chemically bound water:1||chloride binding capacity:1||chloride diffusion:1||chloride ion diffusion coefficient:1||chloride ion penetration resistance:1||chloride ion sensor:1||chloride sensing:1||chlorophylla:1||climate change:1||cmpressive strength:1||coating material:1||coefficient:1||coefficient of diffusion:1||colorvariable membranes:1||column shortening:1||composite binder:1||computational calculation:1||computational method:1||computational methods:1||concrete cover:1||concrete cover cracking:1||concrete crack:1||concrete durability:1||concrete mix design:1||concrete pumping:1||concrete resistivity:1||concrete structure:1||concrete structures:1||constitutive models:1||construct ability:1||construction material:1||construction site:1||contact angle:1||content ratio of ZnSn:1||copper powder:1||corrosion in reinforcement bar:1||corrosion inhibitor.:1||corrosion of steel bar:1||corrosion potential (Ecorr):1||corrosion protection:1||corrosion protective property:1||corrosion resistance method:1||corrosion testing:1||corrosion types of reinforcement:1||crack:1||crack detection:1||crack index:1||cracking index:1||cracks:1||critical chloride content:1||critical chloride contents:1||critical corrosion:1||crystallization:1||cuprous oxide:1||current flow:1||deeplearning:1||degradation:1||delay:1||density functional theory:1||density functional tightbinding:1||density of states:1||densityfunctional tightbinding:1||duration life:1||dust:1||early age strength:1||early carbonation curing:1||early strength accelerator (ESA):1||early strength development:1||earlyfrost damage:1||earlystrength:1||ecofriendly corrosion inhibitor:1||ecofriendly inhibito:1||ecofriendly inhibitor:1||eddy current:1||eggshell:1||elastic modulus:1||elastic properties:1||electric arc furnace:1||electric arc furnace oxidizing slag:1||electric arc furnace reduction slag:1||electric arc furnace slag:1||electric conductive mortar:1||electro chemical impedance method:1||electro magnetic pulse:1||electroconductive:1||electromagnetic wave:1||electrochemical:1||electrochemical Impedance spectroscopy:1||electrochemical behavior:1||electrochemical evaluation:1||electrochemical experiment:1||electrochemical impedance spectroscopy (EIS):1||electrochemical methods:1||electrochemical studies:1||electroless deposition:1||electromagnetic pulse (EMP) shielding:1||electromagnetic shielding efficiency:1||electron probe microanalysis:1||elevated temperature:1||embedded corrosion sensor:1||embeded:1||encapsulation:1||energy savings:1||ethylene glycol method:1||evaluation of durability life:1||exothermic properties:1||exothermic reproducibility:1||expansion:1||expansion rate:1||expansive shale:1||extreme cold condition:1||fib model code:1||fineness modulu:1||finishing material:1||finite difference method:1||finite element analysis:1||finite elements method:1||fire proof concretee:1||fireproof paint:1||fireproof performance:1||fixation:1||flaw detection:1||flow:1||flow test:1||flow time:1||fluidity:1||fly ash#dehydration reactions:1||foam:1||foam agent:1||foam concrete:1||foam size:1||foamed concrete:1||foaming rate:1||form:1||fourier transformation:1||fresh concrete:1||friction:1||frost damage at early age:1||fully integrated flexible circuit:1||gammadicalcium silicate:1||genetic algorithm:1||geopolymer concrete:1||granulate PCM:1||granulated blast furnace slag:1||graphite ore tailings:1||green corrosion inhibitor:1||green inhibitor:1||halfcell potential method:1||halfpower bandwidth:1||harmful ion:1||healing agent:1||heat distribution:1||heat storage:1||heavy weight concrete:1||heavyweight concrete:1||heterogeneous flexible temperature and humidity sensors:1||hidden layer:1||high frequency moisture sensor:1||high quality filtration plant:1||high strength concrete:1||high strength glass fiber transparent composite panel:1||highaltitude:1||highearlystrength cement:1||highfrequency arc metal spray film#anticorrosion performance#epoxy sealing coat#electrochemical impedancespectroscopy method:1||highfrequency arc metal spray machine:1||highstrength concrete:1||highstrength grout:1||highvolume slag:1||hwangtoh:1||hydration of γC2S:1||hydrazone:1||hydroxytyrosol:1||image processing:1||impact echo method:1||impedance spectroscopy:1||insitu reference electrode:1||industrial byproduct:1||inhibitors:1||initial strength:1||insulated form:1||insulation:1||internal curing:1||ion beam (FIB):1||ion selective sensor:1||iron alloy:1||isonicotinohydrazide:1||jont:1||jute stick:1||layered double hydroxides(Mg/AlNO3:1||lightweight foamed concrete:1||list the darcy's law:1||lithium nitrite corrosion inhibitor:1||low temperature curable mortar:1||low temperature environment:1||lowCO2 concrete:1||macrocell corrosion:1||macrocell corrosion:1||marine environment:1||mathematical model:1||maturity method frame work:1||, SEM:1||mechanical testing:1||metakaolin:1||metal spraying:1||metal spraying method:1||metallic coatings:1||metals:1||micro foam:1||micro structure analysis:1||microPOFA:1||microanalysis:1||microporous materials:1||microstructural analysis:1||mineral carbonation technology:1||mineral foam agent:1||mix proportion:1||mix proportion design:1||mixture design:1||mixture factor:1||mockup test:1||modellin:1||modelling studies:1||molecular dynamics simulation:1||monitor:1||morphology:1||multifunctional sensor arrays:1||nano technology:1||nanocomposites:1||neural network:1||neutral inhibition:1||non steam curing precast concrete:1||nondestructive test:1||noninterfacial failure:1||nondestructive method:1||numerical simulation:1||objectoriented finite elements:1||open circuit potential (OCP):1||optimum voltage:1||organic corrosion inhibitor:1||oxidizing slag:1||oxime:1||ozone resistance:1||pH:1||palm oil fuel ash:1||paperbased analytical device:1||partial reduction coefficient:1||particle size:1||particulate matter:1||passive film:1||phase transition kinetic:1||phenolic compounds:1||picture image:1||pipeline:1||plasma arc thermal:1||plastic temperature:1||polarization resistance method:1||polymer modified mortar:1||polymer modified mortar(PMM):1||pore:1||porosity:1||post repair:1||potential distribution:1||potentiodynamic:1||potentiodynamic polarization (PDP):1||presoaked zeolite sand:1||prediction of compressive strength:1||predictive model:1||probability:1||probability of reinforcing bar corrosion:1||properties of concrete:1||pullout:1||pulsed eddy current:1||push off test:1||pushoff test:1||pyridine:1||pyrolysis temperature:1||quantitative analysis:1||quantum chemical calculation:1||rGOSnO2:1||rapid assessment:1||rapid hardening portland cement:1||rc structure:1||reaction degree:1||realtime monitoring:1||reference electrode:1||reinforced concrete structure:1||reinforcedconcrete:1||reinforcing bar:1||reinforcing steel corrosion:1||relative humidity:1||repair materials:1||repair method:1||repair mortar:1||replacement ratio:1||reproducibility:1||resistance:1||resistivity:1||retention time:1||river sand:1||sacrificial anode reaction:1||salt attack:1||sand replacement:1||scanning electron microscope:1||school building:1||segregation resistance:1||selective dissolution:1||self healing concrete:1||selfhealing:1||selfhealing agent:1||selfhealing epoxy mortar:1||sensor system:1||sensors:1||shear key:1||shear keyshaped mold:1||shear strength:1||shielding effectiveness (SE):1||shielding performance:1||silica:1||silica fume:1||simulated concrete environment:1||slag:1||slag blended concrete:1||smart cities:1||smart office:1||sodium sulfate:1||solidstate reference electrode:1||solution:1||sorptivity:1||splitting tensile strength:1||stainless steel:1||standard specimen concrete:1||stearic acid:1||steel fiber:1||steel rebar:1||steel slag:1||steel slagn fine aggregate:1||steelframed construction:1||strength:1||strength prediction:1||stress concentration factor:1||structural concrete:1||structural health monitoring:1||structuraldurability health monitoring (SDHM):1||sulfate anion:1||sulfate attack:1||sulfuric acid resistance:1||summer environment:1||supplementary materials:1||suprerplasticizer:1||surface coating material:1||surface finishing material:1||surface mounted electrode:1||surface repair method:1||sustainable finishing materials:1||synthesis of γC2S:1||tafel extrapolation method:1||temperature:1||thermal properties:1||thermally activated:1||thiazolidine2,4dione:1||three dimensional shape analysis:1||tyrosol:1||uhpc:1||ultrahighperformance concrete (UHPC):1||ultrasonic pulse:1||urea:1||viscosity:1||visualization:1||void:1||water absorbing curing:1||water absorbing ratio:1||water absorption:1||water penetration of concrete:1||water reducing agent:1||waterbinder ratio:1||waterrepellent:1||watersoluble chloride:1||watertobinder ratio:1||weight loss:1||weight loss method:1||weight of unit volume:1||wet carbonation:1||wire:1||wireless sensor:1||wireless temperature and humidity sensor:1||xray diffraction:1||zeta potential:1||γC2S 합성:1||γC2S의 수화:1||γc2s:1||가수:1||강구조물:1||강도 예측:1||강섬유:1||강철:1||건조수축:1||겉보기밀도:1||결정화:1||경량 기포 콘크리트:1||경량 모르타르:1||경량 콘크리트:1||경량기포 모르타르:1||경량기포콘크리트:1||경량콘크리트:1||경제성:1||경화 전 콘크리트:1||계란껍질:1||고강도 그라우트:1||고강도 콘크리트:1||고고도:1||고고도 전자기 펄스:1||고로슬래그미분말(GGBFS):1||고로슬래스:1||고분말도:1||고분말도 시멘트:1||고유동:1||고정화:1||고주파 수분센서:1||고주파 아크 금속용사 피막:1||고주파 아크 금속용사피막:1||공극률:1||공시체 콘크리트:1||공적개발원조(ODA):1||광물탄산화 기술:1||구리:1||구리 분말:1||구조용 경량기포 콘크리트:1||구조용 콘크리트:1||구조체 콘크리트:1||국내외 현황:1||규토:1||균열탐지:1||극한환경:1||금속 용사:1||금속 용사 코팅:1||금속 코팅 부착 강도:1||금속용사박막:1||기둥축소량:1||기포 콘크리트:1||기포 크기:1||나노기술:1||내구수명 예측:1||내구연한:1||내력:1||내화도료:1||내화성능:1||내화콘크리트:1||녹색 건축:1||단면복구공법:1||단열 온도 상승 실험:1||단열온도 상승시험:1||단열온도상승:1||단열재:1||단위용적중량:1||도료:1||동결융해:1||동경권:1||드롭 헤드:1||등가재령:1||등가회로:1||라만 분광학:1||레디믹스트콘크리트:1||리모델링:1||마이크로 팜오일연료재:1||마이크로캡슐 PCM:1||매립 센서:1||매립형:1||머신 러닝:1||모델링:1||모델링 연구:1||모의 콘크리트 환경:1||몬테 까를로 시뮬레이션:1||몬테카를로 시뮬레이션:1||무기계 방청제:1||무선 센서:1||무선 온습도 센서:1||무선센서 네트워크:1||무스팀양생:1||무증기 양생 프리캐스트 콘크리트:1||문헌연구:1||물가용성 염화물:1||물결합재비:1||물결합재비:1||물리 작용:1||미끄럼 계수Zn/Al 금속용사 방식공법을 적용한 고력볼트 접합부의 미끄럼계수 평가:1||미니센서:1||미세 화학 분석:1||미세구조:1||미세구조분석:1||바닥 난방식:1||박격포:1||반응도:1||반응성:1||발수:1||발수 콘크리트:1||발수제:1||발열 재현성:1||발열시트:1||발포량:1||발포율:1||방식 공법:1||방식공법:1||방청제 전기화학적 임피던스 분광법:1||배연탈황석고:1||배합비율:1||배합인자:1||법기준:1||변동계수:1||보수:1||보수 모르타르:1||보수 빈도:1||보수재료:1||보통강도:1||봉공 처리:1||봉공처리제:1||부식 센서:1||부식모니터링:1||부식속도:1||부식전류밀도:1||부식전위:1||부차강도:1||부착강성:1||분극저항. 등가회로:1||분자 역학:1||비정질 물질:1||비파괴:1||빙햄모델:1||산업부산물:1||산화마그네슘:1||산화슬래그:1||상전이 역학:1||생석회 발열거푸집:1||생애주기분석:1||생활패턴:1||선택적 추출법:1||세선 수:1||센서 시스템:1||소성 점도:1||소성온도:1||솔리드스테이트기준전극:1||수분이동:1||수산화 칼슘:1||수산화나트륨:1||수소이온농도:1||수은 압입법:1||수화반응모델:1||수화발열속도:1||수화생성물:1||순환 골재:1||순환 골재 콘크리트:1||스테아르 산:1||스티렌 부타디엔 고무 폴리머:1||슬래브:1||슬럼프 테스트:1||시각화:1||시공 성능:1||시공이음:1||시멘트 복합체:1||시멘트 분급:1||시멘트 수화반응:1||시멘트 종류:1||시멘트 페이스트 압축강도:1||시멘트모르타르:1||신속 평가:1||실리카 흄:1||심층인공신경망:1||아두이노:1||아몬드 껍질:1||아미노알코율유도체:1||아질산 칼슘:1||아크 금속 용사:1||아크 금속용사 피막:1||아크 금속용사피막:1||아크릴계 증점제:1||아파트:1||아파트 리모델링:1||알루미늄:1||알칼리부식:1||압축강도 예측:1||압축강도 추정:1||압축전단접착강도:1||양생조건:1||양자 화학 계산:1||어태치먼트:1||에너지 저감:1||에너지 절감:1||에틸렌글리콜:1||역학특성:1||연강:1||연결부:1||열 분포:1||열 성능:1||열분해:1||열연슬래그(C12A7):1||열저장:1||열저장성능:1||열전도율:1||열화성:1||염분 모니터링:1||염소 이온:1||염소이온 고정:1||염소이온 제거:1||염소이온 침투:1||염소이온 침투 저항성:1||염소이온 흡착:1||염소이온침투:1||염해환경:1||염화물 감지:1||염화물 수용액:1||염화물 이온:1||염화물 이온 확산계수:1||염화물 침투:1||염화물 침투 저항성:1||영역형성:1||예측모델:1||와전류:1||외래 진료부:1||요소:1||요한요소해석:1||용착 효율:1||용착효율:1||워커빌리티:1||유/무기 복합 발수제:1||유기계 방청제:1||유기계방청제:1||유동성:1||유하시간:1||유한요소법:1||유한요소해석:1||유해이온:1||음이온 교환 수지:1||응결시간:1||이미지프로세싱:1||이산화탄소 양생:1||이온교환수지:1||이온성 액체:1||이종압축강도:1||인공경량골재:1||인터페이스:1||일면전단실험:1||임계염화물:1||임계염화물량:1||입자크기:1||자기수축:1||자기치유 기술:1||자기치유 콘크리트:1||자립고령자:1||재료분리저항성:1||저온 환경:1||저온경화:1||저온경화형 모르타르:1||저항성:1||전기 화학적 임피던스 분광학:1||전기로 슬래그:1||전기전도 모르타르:1||전기전도도:1||전기전도성:1||전기화학실험:1||전기화학적 기법:1||전기화학적 임피던서 분광법:1||전기화학적 측정방법:1||전기화학적방법:1||전단국부부식:1||전단부착강도. 직접전단실험:1||전단부착성능:1||전단접착 성능:1||전단접착성능:1||전단키:1||전단키 형상 몰드:1||전도성재료:1||전문진료센터:1||전산 계산:1||전자기 펄스:1||전자현미분석:1||점도:1||접착 강도:1||제강 슬래그:1||제타 전위:1||조강형시멘트:1||조기 압축강도:1||조기 압축강도 개선:1||조립률:1||중공슬래브:1||중립 억제 Keywords : copper:1||증점제:1||진동감쇠비:1||진동감쇠율:1||징크:1||차열 메카니즘:1||차열 메커니즘:1||차폐 성능:1||차폐 효과:1||차폐 효율:1||차폐성능:1||철강:1||철강 슬래그:1||철근부식 확률:1||철근부식확률:1||철근콘크리트 구조물:1||철근콘크리트 구조물'내구수명 예측:1||체류시간:1||체적팽창성:1||초고강도 모르타르:1||초고강도 섬유보강 시멘트 복합체(UHSCC):1||초고성능:1||초기 강도:1||초기강도:1||초기재령 압축강도:1||초음파 펄스:1||초조강 모르타르:1||초조강콘크리트:1||최적보수주기:1||최적전압:1||축열:1||충전성:1||층상 이중 수산화물:1||층상이중수산화물:1||층상이중수산화물(Mg/Ca):1||치환:1||치환율:1||친환경 부식방지제:1||친환경성능:1||친환경억제제:1||침투계수:1||카프르산:1||칼슘 설포 알루미네이트(CSA):1||칼슘 알루미네이트:1||칼슘 알루미네이트 시멘트:1||캡슐화:1||콘크리트 구조물 보수:1||콘크리트 기공 솔루션:1||콘크리트 물성:1||콘크리트 배합:1||콘크리트 배합설계:1||콘크리트 배합요소:1||콘크리트 조도:1||콘크리트 탄산화, 딥러닝, 배합인자:1||콘크리트 펌핑:1||콘크리트 표면처리:1||콘크리트구조물:1||콘크리트균열:1||콘크리트내 수분이동:1||콘크리트내구성:1||크로스 멤버:1||타설 지연:1||타펠 외삽법:1||탄산마그네슘:1||탄산화 깊이:1||탄산화 속도:1||탄산화 예측:1||탄산화 침투 깊이 예측:1||탄산화 침투깊이:1||탄산화감소계수:1||탄산화진행예측:1||탈수반응:1||통과성:1||투기계수:1||특성화 센터:1||팽창성 혈암:1||팽창율:1||페이퍼 센서:1||펴면마감재:1||평가 프로그램:1||포수도:1||포파:1||표면 마감재:1||표면 처리:1||표면처리:1||프리델염:1||프리캐스트콘크리트:1||플라즈마 아크 열:1||플로우:1||하이드로 칼루마이트:1||하이브리드 마감공법:1||하절기 환경:1||한중콘크리트:1||함침:1||항복 응력:1||해외건설 수주 경쟁력:1||현장 MockUp:1||현장 기준 전극:1||혼합시멘트:1||혼화재료:1||화상 이미지:1||화학 작용:1||화학결합수:1||화학적 상호작용:1||확률:1||확률 보수용 모델:1||확률론:1||확률론적 보수비용:1||확산:1||환자 중심:1||활성화 에너지:1||황마 막대기:1||황산 이온:1||황산나트륨:1||황산염 침식:1||황산이온 제거:1||휨강도:1||휨강성:1||휨국부부식:1||흡수성:1||희생양극:1||희생양극 방식:1||희생양극반응:1||희생양극방식:1||히든 레이어:1||mechanical activation:1||, 콘크리트:1||C2S:1||3D pore structure:1||3D printer:1||3D printing:1||3D 프린터:1||3D 프린팅, 증점제, 레올로지:1||3hours:1||3시간:1||4quinolone:1||: 3D 프린팅, 증점제, 레올로지:1||: durability:1||AA2024:1||AC impedance:1||AFM:1||ANN model:1||Absorption:1||Accelerated carbonation curing:1||Accelerator:1||Acid Orange 6:1||Acid Yellow 36:1||Acrylic polymer concrete:1||Activated carbon:1||Activated clay:1||Activity Factor Ca(OH)2 Quantitative Analysis:1||Activity Index:1||Adhesion Strength:1||Adiabatic Temperature Rise Test:1||Adsorption isotherm:1||Ag nanoparticle:1||Aggregates:1||Aging:1||Air content:1||Al:1||Al metal spray:1||AlMg Alloy:1||AlMg alloy:1||Alkaline conditions:1||Alkaline environment:1||Alkanethiols:1||Aluminium:1||Aluminum:1||Aluminum alloy:1||Amino Alcohol inhibitor:1||Amino acids:1||Ammi visnaga:1||Anode:1||Anthracene:1||Anticorrosion  performance:1||Anticorrosion Performance:1||Antifreeze Agent:1||Anticorrosion:1||Anticorrosion method:1||Apartment:1||Apparent activation energy:1||Apparent density:1||Arc  thermal  metal  spraying  film:1||Arc Metal Spray Method:1||Arc Thermal Metal Spraying Mehtod(ATMSM):1||Arc thermal metal spray:1||Arrhenius equation:1||Arrhenius equation based maturity method:1||Artificial neural networks:1||Artificial ocean water:1||Atomistic simulations:1||Average penetration Depth:1||Azide:1||Azo dyes:1||BEM:1||BFS:1||Bacillus megaterium:1||Bacterial concrete:1||Bending corrosion section:1||Bentonite:1||Benzimidazole:1||Bicompressive strength:1||Bingham Model:1||Bismuth molybdate semiconductors:1||Blast furnace slag:1||Blended Cement:1||Blended cement:1||Blended cements:1||Bond Strength:1||Bonding shear performance:1||Bruun rule:1||Bubbles:1||Building Material and Construction:1||Building Materials and Construction:1||CALCIUM ALUMINATE CEMENT:1||CASS 촉진시험:1||CO2 Sink:1||CO2 adsorbent:1||CO2 balance:1||CO2 capture:1||CO2 fixation:1||CO2 fixation material:1||CO2 fixation materials:1||CO2 reactive materials:1||CO2 reduction:1||CO2 uptake:1||CO2 고정:1||CO2 고정 재료:1||CO2 반응물질:1||CO2 촉진양생:1||CO2 흡수제:1||CO2 흡착:1||CO2 흡착제:1||CO2reduction:1||CO2고정 재료:1||CO2촉진 양생:1||CONCRETE:1||COSMORS:1||COV:1||CO_2 reduction:1||CO_2저감:1||CO₂:1||CO₂ Reduction:1||CO₂ Uptake:1||CO₂ curing:1||CO₂ 양생:1||CO₂ 저감:1||CO₂ 흡수:1||CSA:1||Ca(OH)(2):1||Ca(OH)2 정량분석:1||Ca/AlNO3):1||CaAl2O4:1||CaAl4O7:1||CaCO3:1||CaSO4:1||Calcined Hwangtoh clay:1||Calcite precipitation:1||Calcium Nitrate:1||Calcium Sulfo Aluminate(CSA):1||Calcium aluminate cement:1||Calcium carbonate:1||Calcium dialuminate:1||CalciumSulfaAluminate:1||Calculation of CO2 absorption quantity:1||Campus sustainability:1||Cannabis sativa L:1||Carbon Steel:1||Carbon chain:1||Carbon fiber sheet (CFS):1||Carbon materials:1||Carbon nanotube:1||Carbonaion Progress:1||Carbonation curing:1||Carbonation depth:1||Carbonation prediction:1||Carbonation progress:1||Carburization:1||Cathode:1||Cathodic Protection Method:1||Cationic dyes:1||Cedoped NiFe2O4:1||Cement Mortar:1||Cement based material:1||Cement hydration model:1||Cement mortal:1||Cement paste#blast furnace slag:1||Ceramic powder:1||Ceramic waste:1||Characterization:1||Charge carrier mobility:1||Charge density difference:1||Chemical additives:1||Chemical descriptors:1||Chloride Attack:1||Chloride Solution:1||Chloride diffusion:1||Chloride ingress:1||Chloride ion diffusion coefficient:1||Chloride ion penetration:1||Chloride ions:1||Chloride ions penetration:1||Chloride removal:1||Chloride threshold level(CTL):1||Chlorides:1||Climate change scenario:1||Coefficient of Penetration:1||Coefficient of seepage:1||Cohesive elements:1||Combustion:1||Competitive analysis:1||Competitor identification:1||Composite:1||Composites structures:1||Compressive shear strength:1||Compressive strength (CS):1||Computational calculations:1||Computational study:1||Computer modelling and simulation:1||Concrerte Highaltitude Electromagnetic Pulse(HEMP):1||Concrete Carbonation:1||Concrete Pumping:1||Concrete Surface Roughness:1||Concrete Surface Treatment:1||Concrete carbonation:1||Concrete damage plasticity model:1||Concrete durability:1||Concrete exposure:1||Concrete repair material:1||Concrete resistivity:1||Concrete structures:1||Conducting cement paste anode:1||Conductive Material:1||Constant volume chamber (CVC):1||Continuous stiffness measurement:1||Copper:1||Copper corrosion:1||Corrosion Behavior:1||Corrosion Ecorr:1||Corrosion Icorr:1||Corrosion Protection method:1||Corrosion Testing:1||Corrosion current:1||Corrosion in steel bars:1||Corrosion inhibitorSteel rebarHydrazoneConcrete pore solutionElectrochemical studies:1||Corrosion inhibitorsQSAR analysisMLR modelANN modelMolecular descriptorsPyridazine derivatives:1||Corrosion rate:1||Corrosion resistance property:1||Corrosion studies:1||Coupling effect:1||Cover depth:1||Cracked concrete:1||Cross Member:1||Crystal structure:1||CuBTC:1||Cupressus arizonica:1||Current density:1||Decrement in corrosion:1||Deep Learning:1||Deep neural network:1||DeepNeuralNetwork:1||Degradation factors:1||Degree of hydration:1||Density:1||Density Functional Tight Binding:1||Density functional based tight binding:1||Density functional theory simulation:1||Density of states:1||Densityfunctional tightbinding:1||Desorption:1||Desulfurization gypsum:1||Diatomaceous earth:1||Diffusion coefficient:1||Diffusion layer:1||Dihydrogenphosphate:1||Discrete element method:1||Domestic and International Status:1||Drop Head:1||Drugs:1||Drying shrinkage:1||Durability design:1||Dynamic network:1||EMI shielding:1||EMP shielding coating thickness:1||EOS (electric arc furnace oxidizing slag):1||ERS (electric arc furnace reduction slag):1||Early Strength Development:1||Early compressive strength:1||Ecofriendly corrosion inhibitor:1||Ecofriendly hybrid inhibitor:1||Ecofriendly inhibitor:1||Economic:1||Eggshell powder (ESP):1||Electochemical:1||Electric Arc Furnace Slag:1||Electric Arc furnace:1||Electric Arc furnace oxidizing slag:1||Electric Oxidizing and Reduction Slag:1||Electric arc furnace oxidizing slag(EOS):1||Electric arc furnace reduction slag(ERS):1||Electrical resistance:1||Electrical resistivity:1||Electro Magnetic Pulse(EMP):1||Electrochemical  Impedance  Spectroscopy:1||Electrochemical Impedance Spectroscopy:1||Electrochemical Method:1||Electrochemical chloride removal:1||Electrochemical evaluation method:1||Electrochemical impedence spectroscopy method:1||Electrochemical methods:1||Electrochemical stability:1||Electrochemical studies:1||Embeddable electrode:1||Embeddable reference electrode:1||Embedded sensor system:1||Embodied carbon:1||Emission:1||Energy Reduction:1||Energy consumptions:1||Energy management:1||Energy optimization:1||Energy saving:1||Ensemble regression model:1||Environment benefits:1||Epoxy Sealing Coat:1||Equivalent mortar method:1||Era of sustainability:1||Essential oil:1||Estimating Compressive Strength:1||Ethylene glycol 시험법:1||Etylene glycol:1||Exothermic Property:1||Expired drugs:1||Explicit equations:1||Extended framework of Hamilton's principle:1||FDM:1||FDM 해석:1||FEM temperature crack analysis:1||FEM 온도균열해석:1||FEM해석:1||FESEM:1||FRIEDELS SALT:1||Failure:1||Fatty acid:1||Favorable electron mobility:1||Filler effect:1||Filling Ability:1||Filling effect:1||Financial transaction:1||Finite Element Analysis(FEA):1||Finite element analysis (FEA):1||Flexural Stiffness:1||Flexural Strength:1||Floor Heating System:1||Fly Ash:1||Fly Ash, Silica Fume, Mechanical Properties:1||Fly ash (FA):1||Fly ash (FA) cement:1||Fly ash cement:1||Fly ash concrete:1||Foamed volume:1||Foaming Agent:1||Foaming agent:1||Form:1||Formwork:1||FreeCaO:1||Freeze protection:1||Frequency domain reflectometry sensor:1||Fresh working life:1||Friedel’s salt:1||Frost damage:1||Galerkin method:1||Galvanic Protection:1||Galvanized iron:1||Galvanizing:1||Gammaray:1||Gaussian process regression:1||Genetic algorithm:1||Geopolymer:1||Granulated blastfurnace slag:1||Graphite:1||Green Building:1||Green building mechanical properties:1||Green chemistry:1||Ground Granulated Blast Furnace Slag:1||Ground Granulated Blast Furnace slag:1||HVAC system:1||HYDRATION:1||HalfPower 대역폭법:1||Hardening Catalyst:1||Heat:1||Heat Storage:1||Heat diffusion:1||Heat of Hydration:1||Heat treatment:1||Heating Form:1||Heating form:1||Heavyweight Concrete:1||Heterogeneous nucleation:1||Heterojunction bismuth molybdates:1||High Early Strength Cement:1||High Fluidity:1||High Temperature (Fire):1||High strength concrete:1||High volume:1||High volume slag:1||HighFreqeuncy Arc Metal Spray:1||Highearlystrength:1||Highearlystrength cement:1||Highfluidity concrete:1||Highfrequency Arc Metal Spray film:1||Highperformance cement paste:1||Highperformance concrete:1||Highstrength bolt joint:1||Hirshfeld surface:1||Hollow Slab:1||Homogeneous ceramic waste:1||Hotrolled slag:1||Hybrid Finish System:1||Hybrid capacitors:1||Hybrid inhibitor:1||Hydration Heat:1||Hydration Heat Velocity:1||Hydration Products.:1||Hydration Reaction:1||Hydration heat:1||Hydration heat, FEM.:1||Hydration kinetics:1||Hydration properties:1||Hydration temperature:1||Hydrazide:1||Hydrocalumite:1||Hydrogenmethane (HCNG):1||Hydroquinazolinones:1||Hyperparameter tuning:1||ISlab System:1||I슬래브 시스템:1||IONS:1||Imine derivative:1||Impedance spectroscopy:1||Impregnation:1||Indolin2one derivatives:1||Industrial Byproduct:1||Infrared spectroscopy:1||Inhibitor Electrochemical Impedance Spectroscopy:1||Inorganic inhibitor:1||InorganicOrganic Hybrid:1||Insulated form:1||Interfaces:1||Interfacial transition zone:1||Internationalization:1||Internet of Things (IoT):1||Inversion by boundary element method (IBEM):1||IoT:1||Ion exchange resin:1||Ionexchange:1||Ionic Liquids:1||Ionic liquids:1||Isatinhydrazone:1||Isothermal heat flow:1||Isothermal hydration heat:1||Iterative searching method:1||KINETICS:1||Korea Building Code:1||Korea building code:1||Larginine:1||LAYERED DOUBLE HYDROXIDES:1||LCC evaluation:1||LDH(Layered Double Hydroxide):1||Latent Heat:1||Latent heat:1||Lattice discrete particle method:1||Lattice element method:1||Laws and Standards:1||Length rate of change:1||Life Cycle Cost Estimation:1||Life cycle CO2:1||Life cycle cost:1||Life cycle cost (LCC):1||Light transmitting concrete:1||Light incidence angle:1||Light transmittance:1||Light transmittance properties:1||Light transmitting concrete:1||Light transmitting properties:1||Lightweight Concrete:1||Lightweight Foamed Mortar:1||Lightweight Formed Mortar:1||Lightweight aggregate concrete (LWAC):1||Lightweight foamed concrete:1||Limestone:1||Line of sensor:1||Literature Review:1||Loading conditions:1||Low CO2:1||Low carbon:1||Low temperature:1||LowTemperature Hardening:1||Lowtemperature construction:1||MECHANISM:1||MIP:1||MLPNN model:1||MORTARS:1||Mace process:1||Machine Learning:1||Magnetite:1||Marine environment:1||Mass concrete:1||Material properties:1||Maturity:1||Maturitybased strength function:1||Maximum heat releaseQmax:1||Mean square displacement:1||Mechanical property:1||Metakaolin:1||Metal:1||Metal Spray Coating:1||Metal Spray System:1||Metal chalcogenides:1||Metal sprayed coating:1||MgCO3:1||Micro POFA:1||Micro chemical analysis:1||Micro structure analysis:1||Microencapsulated PCM:1||Microfiller:1||Microstructural analysis:1||Microencapsulation:1||Microstructural properties:1||Microstructure properties of mortar:1||Mix proportion:1||Mixture design:1||Molecular Dynamics.:1||Molecular descriptors:1||Molecular dynamic:1||Molecular dynamics simulation:1||Monitoring:1||Monitoring corrosion:1||Monitoring method:1||Monitoring of Chloride ion:1||Monitoring time:1||Monte carlo:1||Montecarlo method:1||Mortar strength:1||Multicomponents hydration model:1||Multimarket competition:1||N80 carbon steel:1||NBO:1||NDE:1||NaOH:1||NaY zeolite:1||Nano POFA:1||Nano Palm Oil Fuel Ash:1||Nano palm oil fuel ash:1||Nano silica:1||NanoZrO2:1||Nanoencapsulation:1||Nanoindentation:1||Nanomaterial:1||Nanomaterials:1||Nanomechanical properties:1||Nanoparticles:1||Nanosilica:1||Natural adsorbent:1||Natural gradient boosting (NGBoost):1||Natural light transmittance:1||Non Steam Curing:1||Normal Strength:1||Normalstrength:1||Nucleation and growth:1||Nucleation effect:1||NylonfiberglassNylon support:1||OPhenylenediamine:1||ObjectOriented Finite elements:1||Official Development Assistance(ODA):1||Ogarnic inhibitor:1||Oil palm shell (OPS):1||Optimum Repair Period:1||Optimum usage:1||Ordinary Portland cement:1||Ordinary least squares regression:1||Organic/Inorganic combined waterrepellent:1||Overseas Construction Competitive Power:1||Oxidative synthesis:1||Oxidizing slag:1||PDOS:1||PHASES:1||Parametric analysis:1||Passing Ability:1||Passive:1||Penetration Depth:1||Permeability:1||Phase Change Material:1||Phase Change Materials:1||Photovoltaic system:1||Pipeline:1||Plastic Viscosity:1||Polycarboxylate:1||Polycarboxylatebased superplasticizer:1||Polymer additive:1||Polystyrene:1||Polysulfone/Polyetherimide:1||Pore volume:1||Porosity:1||Porous silicon nitride:1||Portland cement:1||Potential of hydrogen:1||Potentiodyamic polarization:1||Potentiodynamic polarization:1||Pozzolan Reaction:1||Pressure:1||Pressure effect:1||Probabilistic:1||Probabilistic for repairing cost:1||Probabilistic methods:1||Probabilistic model for repairing cost:1||Probabilistic prediction:1||Program:1||Push off test:1||Pushoff test:1||Pyrazole:1||Pyrimidines:1||Pyrrole:1||QSPR:1||Quantitative structure property relationship:1||Quantum Chemical Calculation:1||Quick Lime Heating Form:1||Quicklime:1||Quinoxaline:1||Quinoxalines:1||RC Beams:1||RC structure:1||RC structure apartment:1||RC조 아파트:1||Radiation Shielding Concrete:1||Raman Spectroscopy:1||Rapid hardening portland cement:1||Readymixed concrete:1||Rebar corrosion:1||Reinforced Concrete:1||Reinforced Concrete Beam:1||Reinforced concrete structure:1||Relative density:1||Reliability:1||Remodeing apartment:1||Remodeling:1||Repair Mortar:1||Repair cost:1||Repair frequency:1||Repairing Material:1||Replacement:1||Reproducibility:1||Residual Strengths:1||Resistance of Cl penetration:1||Response Surface Methodology (RSM), Waste Materials:1||Responsibility:1||Retarding placement:1||Reversibility:1||Rigid body spring method:1||Rock dust:1||

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