ScholarWorks@Hongik: Yang, Sung Chul

Detailed Information

Yang, Sung Chul (양성철)

Science & Technology (Architectural Engineering)

Research Area

Tel
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

concrete pavement:8||drying shrinkage:8||widening:6||tiebar:6||recycled concrete aggregate:5||compressive strength:5||콘크리트 포장:4||material properties:4||strength:4||strength relationship:4||건조수축:4||modulus:4||volumesurface ratios:4||aggregate:4||flexural strength:3||concrete:3||elastic modulus:3||mixture proportioning:3||탄성계수:3||타이바:3||recycled aggregate concrete:3||fracture mechanics:2||stiffness:2||bimaterial:2||strains:2||재료물성:2||Beam to Column Joint:2||bond strength:2||전단시험:2||강도:2||temperature:2||ground granulatedblast furnace slag:2||Recycled concrete aggregate:2||Energy Dissipation:2||콘크리트포장:2||thermal expansion:2||Steel Fiber:2||평탄성:2||Elastic modulus:2||design method:2||penyshape crack:2||twoparameter fracture model:2||Compressive strength:2||dowel:2||widened concrete pavement:2||형상비:2||확장:2||Poisson&apos:2||pullout strength:2||jointed concrete pavement:2||recycled aggregate:2||recycled concrete:2||다웰:2||concrete for pavement:2||aggregate types:2||anchor bolt:2||RCS Composite Structural System:2||s ratio:2||변형률:2||fatigue:2||faulting:2||shear test:2||finite element method:2||상관관계식:2||smoothness:2||spalling:2||splitting tensile strength:2||modulus of elasticity:2||erosion:1||experimentation:1||failure modes:1||freezeandthaw:1||frequency:1||geosynthetics:1||green construction:1||grouting:1||hardness:1||harmonic load:1||high frequency:1||high performance:1||humidity:1||impact absorbance:1||impurity content:1||jobsite recycling:1||joints:1||lean concrete:1||leveling:1||load transfer:1||local rebar corrosion:1||longterm durability:1||machine learning:1||maturity:1||mechanical properties:1||melt spinning:1||mix design:1||mix proportioning:1||monotonic loading:1||mortar:1||mortar volume:1||moving load:1||mulching mat:1||natural aggregates:1||noncombustible Mg alloy:1||outliers:1||partialdepth repair:1||patch materials:1||pavement:1||performance:1||precast:1||precast pavement:1||processing on commission:1||reclaimed asphalt pavement:1||recycled concrete aggregates:1||recycled resources:1||reinforced concrete:1||relative displacement:1||repeated recycling:1||residual mortar:1||residual mortar content:1||rigid pavement:1||runoff:1||seeds:1||shear spring stiffness constant:1||shrinkage:1||slabs:1||slope:1||specimen shape:1||steel beams:1||steel plates:1||strain:1||stress level:1||stress relaxation:1||structural performance:1||tensile creep:1||theoretical model:1||thermal analysis:1||transformed field domain:1||true sustainability:1||tubes:1||twoaxle loads:1||ultimate strength:1||waste concrete:1||webs:1||wood plastic composite:1||강섬유:1||고로슬래그 미분말:1||골재:1||굵은골재의종류:1||그라우팅:1||내구성:1||단면보수:1||단차:1||도로 포장:1||동전모양 균열:1||두개변수 파괴모델:1||모델식:1||바닥마감재:1||방사에너지:1||방사율:1||벌어짐:1||변형률 계측:1||보기둥 접합부:1||부착력:1||빈배합 콘크리트:1||상대 처짐:1||설계지침:1||순환골재:1||스폴링 *정회원홍익대학교 건축공학부 부교수공학박사:1||시공:1||압축강도:1||앵커볼트:1||양중 실험:1||에너지 소산 능력:1||역학적 특성:1||유한요소법:1||이물질 함유량:1||이상복합체:1||재생콘크리트:1||전단 스프링 강성계수:1||정착강도:1||지지력계수:1||친환경재료:1||코팅제:1||콘크리트:1||콘크리트포장 확장:1||파괴역학:1||패치재료:1||폐 아스콘 골재:1||포와송비:1||포장설계법:1||포장용 콘크리트:1||프리캐스트:1||프리캐스트 콘크리트 패널:1||프리캐스트 포장:1||하부층 강성:1||하중전달:1||할렬인장강도:1||ASTM C1260:1||휨강도:1||Alkalisilica reaction:1||Block paver:1||Concrete recycling:1||Construction and demolition waste:1||Ecofriend material:1||Emission power:1||Emissivity:1||Floor finishing material:1||Gold nanoparticles:1||Hardness:1||Impact absorbance:1||Influenza virus A:1||Lateral flow assay:1||Lifting test:1||Mixtures:1||Mortar volume:1||Pavement Condition Index:1||Penetration Resistance (PR):1||Precast concrete panel:1||RC beam specimen:1||RCA coating:1||RCS 복합구조:1||Recycled aggregate:1||Recycled mortar:1||Recycled resources:1||Renewable energy:1||Repeated recycling:1||Residual mortar:1||SUS304:1||Semicalorimeter Setting Time Maturity:1||Shrinkage:1||Strain measurement:1||Surfaceenhanced Raman scattering:1||TEModule:1||TEM:1||Thermoelectric generator (TEG):1||True sustainability:1||Ultrasonic Pulse Velocity (UPV):1||Wood plastic composite:1||age:1||age hardening:1||axial load:1||block paver:1||bridge engineering:1||calibration factor:1||cement paste:1||coating:1||coefficient of thermal expansion:1||composite beams:1||concrete mix design:1||construction:1||construction and demolition waste:1||construction waste:1||correlation:1||corrosion area:1||corrosion rate:1||cost analysis:1||cyclic loading:1||damage assessment:1||degree of corrosion:1||design guide:1||dissociation agent:1||distress:1||dowel support reaction factor:1||durability:1||earlyage concrete:1||equivalent mortar volume:1||

STATISTICS: Total View :2,183,999; Today View :2,736

RSS_1.0 RSS_2.0 ATOM_1.0

94, Wausan-ro, Mapo-gu, Seoul, 04066, Korea02-320-1314

Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.

Detailed Information

Keyword

BROWSE