ScholarWorks@SUNGKYUNKWAN UNIVERSITY: LEE, JUNG YOON

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LEE, JUNG YOON (이정윤)

Engineering (Civil, Architectural Engineering and Landscape Architecture)

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reinforced concrete:5||shear strength:5||truss model:5||Shear strength:4||beams:3||처짐:3||deep beams:3||Concrete:3||Diagonal crack width:3||층간소음:3||diagonal crack width:3||precast concrete:3||Floating floor system:3||Dynamic stiffness:3||highstrength concrete:3||바닥완충재:3||Reinforced concrete:3||Highstrength concrete:3||shear:3||Resilient material:3||variable crack angle:2||deformability:2||고강도 콘크리트:2||Web opening reinforcement:2||durability:2||Highstrength reinforcement:2||드롭패널:2||뜬바닥구조시스템:2||Floor noise:2||Beamcolumn joints:2||failure modes:2||reinforced concrete beams:2||fiber reinforcement:2||Crack control:2||Confined concrete:2||장기처짐:2||rip current:2||장스팬:2||Shear:2||girders:2||shear design:2||철근콘크리트:2||shear failure modes:2||beams &:2||shear reinforcement:2||Beams:2||파괴모드:2||Shear performance:2||Haeundae:2||highstrength shear reinforcement:2||Pile:2||compatibilityaided truss model:2||Electric arc furnace oxidizing slag:2||Slag aggregate:2||lateral confining pressure:2||Longterm deflection:2||concrete structures:2||confined concrete:2||Precast concrete:2||Torsional reinforcement:2||struttie model:2||Longterm load:2||Torsional strength:2||High strength concrete:2||torsional reinforcement:2||torsional strength:2||minimum shear crack angle:2||Cyclic loading:2||deflection:2||Loss Factor:1||Material factor:1||Maximum shear reinforcement ratio:1||Maximum torsional strength:1||Mechanical properties:1||Moment resisting frames:1||Morphological change:1||Noise Through Floor:1||PSC beam:1||Particle shape analysis:1||Particle size distribution:1||Permeable Barrier:1||Permeable voids:1||Plastic hinge:1||Plastic hinges:1||Pure torsion:1||RC beam:1||RC beams:1||RC cylinder:1||RC members:1||Reinforced Concrete Continuous Beam:1||Reinforced concrete beam:1||Reinforced concrete beamcolumn assembles:1||Response modification/force reduction factor:1||SEM:1||Sediment Transport:1||Seismic performance:1||Shear and torsional design:1||Shear failure modes:1||Shear reinforcement:1||Shear strength reduction:1||Size effect:1||Sound reduction level:1||Space truss model:1||Span:1||Spantodepth ratio:1||Spiral reinforcement:1||Steel arrangement:1||Stereo vision:1||Stiffness:1||Strain:1||Strain distribution:1||Strain penetration:1||Strength reduction:1||Strength reduction factor:1||Strength reduction ratio:1||Stressstrain behavior:1||Structural analysis:1||Structural fibers:1||Submersion:1||Surfac:1||Surface type:1||Suspended sediment concentration:1||Tensile reinforcement:1||Theoretical model:1||Three dimension nodal area:1||Tidal prism reduction:1||Torsion:1||Torsional member:1||Torsional reinforcement ratio:1||Truss model:1||Twoway slabs:1||Warping effect:1||Web opening:1||Web opening system:1||Yield penetration:1||absolute emulation evaluation:1||absorption:1||adhesion:1||aid:1||amount of rebar:1||apartment houses:1||average stress:1||beamcolumn joints:1||bond strength:1||bond strength deterioration:1||buildings:1||carbonation:1||castinplace concrete:1||columns:1||composite structures:1||compressive strength:1||concrete cylinder:1||connections:1||continuous girders:1||corrosion:1||cracked concrete:1||cracking:1||cracks &:1||design methods &:1||drop panel:1||drop panels:1||dynamic elastic modulus:1||effects of earthquake:1||emulation:1||energy dissipation ratio:1||failure:1||fiber reinforced polymer:1||fiberreinforced polymer:1||flexural bond strength:1||floor damping materials:1||forecasting model:1||glass fiber:1||high strength:1||high strength concrete:1||high strength steel bars:1||high strength torsional reinforcement:1||interface/interphase:1||interfacial bond strength:1||intermediate moment frames:1||joint deformability:1||joints:1||largescale reinforced concrete beams:1||long span:1||longspan structure:1||longterm load:1||maximum amount of shear reinforcement:1||maximum shear reinforcement ratio:1||maximum shear strength:1||maximum torsional strength:1||mechanical properties:1||moment resistance frame:1||negative moment:1||nodal failure:1||nodal zone:1||potential shear strength:1||practical design:1||predictive index:1||pressurerelated properties:1||prestressed concrete beams:1||probable shear strength:1||pullout strength:1||pullout testing:1||pushover analysis:1||reduction of deflection:1||reinforced concrete (RC) joints:1||reinforced concrete columns:1||reinforced concrete members:1||relative emulation evaluation:1||residual:1||reversed cyclic load:1||shear bond strength:1||shear crack angle:1||shear deterioration:1||shear flow path:1||shear spandepth ratio:1||shear strength calculation:1||shear strength limitation:1||simplified STM:1||size effect:1||space truss model:1||space truss model.:1||span:1||spirals:1||steel spiral:1||steelconcrete composite:1||strain:1||strain penetration:1||stress:1||structural design:1||structural elements:1||strutandtie model (STM):1||tensile reinforcement:1||testing:1||torsional failure modes:1||torsional strength limitation:1||torsional strength reduction factor:1||torsional tension failure:1||transport properties:1||web reinforcement:1||wet/dry:1||고강도:1||고강도 비틀림보강철근:1||고강도 철근:1||공동주택:1||균열강도:1||동탄성계수:1||모멘트골조:1||보기둥 접합부:1||부착 해석모델:1||부착성능:1||비틀림인장파괴:1||사인장균열:1||손실계수:1||연결부:1||연속보:1||예상전단강도:1||외피형상:1||입체트러스모델:1||장기하중:1||전단 강도:1||전단 설계:1||전단강도:1||전단보강철근 항복강도:1||지진하중의 영향:1||철근콘크리트 부재:1||철근콘크리트 연속보:1||최대 전단철근비:1||침수:1||트러스모델:1||프리스트레스트 콘크리트 보:1||프리캐스트 콘크리트:1||확대머리철근:1||2방향슬래브:1||휨 거동:1||45 degrees:1||ACIDAfStb Database:1||AlildSlope Equation:1||Analytical bond model:1||Artificial neural network:1||Automatic inspection system:1||Axial force:1||Axial force ratio:1||Axial strain:1||Bregion:1||Beamcolumn joint:1||Bond performance:1||Coarse aggregate:1||Column:1||Confining effect:1||Coupling beams:1||Crack angle:1||Crack strength:1||Crosssectional properties:1||Cycling load:1||Dregion:1||Data regression:1||Debonding:1||Debonding failure:1||Deep learning:1||Deflection:1||Deformabili:1||Deformability:1||Detached Curtain WallPile Breakwater:1||Deviation angle:1||Diagonal compressive strut of concrete:1||Diagonal reinforcement:1||Dissipated energy:1||Drop Panel:1||Ductility:1||Effective strength of concrete:1||Energy dissipation:1||Energy dissipation ratio:1||Evaluation:1||Failure mode:1||Failure modes:1||Fiber reinforced polymer:1||Fiber/matrix bond:1||Flexural Behavior:1||Floor Damping Materials:1||Floor damping materials:1||Floor impact sound:1||GFRP rebar:1||GFRP 보강근:1||Glass fiber reinforced polymer:1||Glass fibers:1||Glass fibre reinforced polymer bars:1||Grade 80 stirrups:1||HAECUM:1||Headed bar:1||High strength steel bars:1||High strength transverse reinforcement:1||Highstrength stirrups:1||Highstrength shear reinforcement:1||ISO 20392:1||ISO20392:1||Impact sound reduction:1||Largescale reinforced concrete beams:1||Lateral confining pressure:1||Lateral expansion:1||Long Span:1||LongTerm Deflection:1||Longterm sustained load:1||

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