ScholarWorks@Gyeongsang National University: Kim, Jin Sup

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Kim, Jin Sup (김진섭)

공과대학 (토목공학과)

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Tel 0557721791
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FRP:11||RC beam:9||Ductility:6||내진보강:6||compressive strength:5||CFRP:5||Velcro:5||RC column:5||concrete:4||freezing and thawing:4||energy dissipation capacity:4||동결융해:4||PVA:4||철근콘크리트 보:4||휨 거동:4||압축강도:4||bending performance:3||GFRP:3||벨크로:3||biochar:3||Torque:3||유한요소:3||Seismic reinforcement:3||Reinforcement:3||Postinstalled anchor:3||flexural behavior:3||CFRP sheet:3||휨강도:3||reinforced concrete:3||연성:3||콘크리트:3||flexural strength:3||Pullout and shear test:2||optimization:2||Corrosion:2||Biochar:2||직접 인발:2||Steel frame:2||Stiffness matrix:2||ABAQUS:2||철근콘크리트:2||철근콘크리트 휨 부재:2||내구성:2||pullout test:2||내진:2||내진보강재:2||GFRP infill panel:2||LSDYNA:2||Strengthening:2||Aluminum connector:2||동적해석:2||corrosion:2||GFRP rebar:2||바이오차:2||Material nonlinear:2||반복하중:2||GFRP 보강근:2||durability:2||보강재:2||보강효과:2||safety evaluation:2||복합열화:2||복합재료:2||부식:2||휨 성능:2||RC beams:2||Nonlinear FEM:2||Torsional strength:2||Energy dissipation capacity:2||비선형:2||비선형 유한요소해석:2||DIC:2||UM resin:2||비틀림 강도:2||Glass fiber:2||fracture energy:2||fragility curve:2||freezethaw:2||strength:2||Bending moment:2||슬립:2||FEM:2||Fragility:2||inverse analysis:2||torsional strength:2||에너지 소산 능력:2||에너지소산능력:2||연성거동:2||연성보강:2||PVA fiber:2||유한요소 모델:2||유한요소법:2||FRP composite:2||Concrete:2||CFRP Sheet:2||Seismic retrofit:2||Seismic retrofitted:2||PGA:1||PST system:1||PST시스템:1||Polymer cement mortar:1||Polyvinyl alcohol fiber:1||Precast concrete slab track:1||Pullout test:1||Pure torsion test:1||Push over analysis(NSA):1||Push over 해석:1||PushOver Analysis(NSA):1||PushOver 해석:1||RC:1||RC Beams:1||RC Column:1||RC beamcolumn joint:1||RC bending Member:1||RC column seismic retrofitting:1||RC frame:1||RC structure:1||RC 구조물:1||RC 기둥:1||RC 보:1||RCcolumn:1||RC기둥:1||Rapid retrofitting:1||Reinforcement Effect:1||Replacement rate:1||Retrofit design:1||School building:1||Seismic:1||Seismic Waves:1||Seismic behavior:1||Seismic retrofitting:1||Seismicstrengthening method:1||Set anchor:1||Single column:1||Steel fiber:1||Stirrup:1||Strength:1||Strength characteristics:1||Strengthening method:1||Surface constrained pressure:1||TMM (Transfer Matrix Method):1||Target displacement:1||Temparature:1||Thermal Power Plants:1||Threedimensional finite element analysis:1||Timehistory dynamic analysis:1||Torsional retrofitting:1||Train load:1||Transfer matrix method:1||UM수지:1||Unbonded:1||Underground tunnel:1||Urethane filler:1||aging:1||anchorage:1||attachiment:1||behavior characteristic:1||biochar concrete:1||boiler steel structure:1||bond performance:1||bond strength:1||bond stress:1||bonding characteristics:1||cablestayed bridge:1||carbon neutrality:1||carbon sequestration:1||cement:1||cement composites:1||cement replacement:1||chemical resistance:1||combined deterioration:1||complex deterioration:1||composite material:1||concrete columns:1||concrete durability:1||concrete spalling:1||confinement effect:1||cyclic lateral loads:1||cyclic loading:1||ductile behavior:1||ductility:1||dynamic nonlinear analysis:1||earthquake:1||ecofriendly:1||emergency construction:1||fiber reinforced:1||fiberreinforced lightweight concrete:1||fiberreinforced mortar:1||fibervolume fraction:1||finite element:1||finite element method:1||finite element model:1||freezethawing:1||high strength rebar:1||high strengthened concrete:1||highstrength concrete:1||infinite element:1||latticebased model:1||layered section analysis:1||lightweight aggregate:1||lightweight aggregate concrete:1||lightweight concrete:1||limit states:1||long term:1||machine learning:1||mechanical property:1||mortar:1||natural frequency:1||nonlinear:1||nonlinear analysis:1||nonlinear FEM:1||overlap length:1||performancebased seismic evaluation:1||polymer cement mortar:1||polymer mortar:1||postinstalled anchor:1||prediction model:1||premature failure:1||pullout test:1||pure torsion:1||rebar corrosion:1||rebar diameter:1||recycled GFRP powder:1||reinforcement effect:1||reinforcement layer:1||resilience:1||retaining wall:1||revetment protection systems:1||revetment vegetation mats:1||school building:1||seismic:1||seismic accelerometer:1||seismic fragility:1||seismic performance:1||seismic reinforcement:1||seismic retrofit:1||seismic retrofitting:1||sensitivity analysis:1||shear reinforcement:1||slip:1||specific strength:1||splitting tensile strength:1||statistical index:1||steel fiber:1||steel frame joint:1||stiffness:1||synthetic resin:1||tensile strength:1||threedimensional lattice model:1||torque:1||torsion:1||torsional analysis:1||torsional strain:1||welding joint:1||wood:1||강골조:1||강골조 접합부:1||강도:1||강성:1||강성행렬:1||거동 특성:1||격자형 탄소섬유강화플라스틱:1||겹침이음길이:1||경량골재콘크리트. CMOD. 파괴에너지. 역해석. Ant Colony Method(ACO):1||고강도 철근:1||고강도 콘크리트:1||고성능 유리섬유:1||고유주기:1||곡률변위보간법:1||공칭지름:1||구속효과:1||그라우트충전층:1||기둥보강:1||기하학적 비선형:1||긴급시공:1||내부충진:1||내약품성:1||노후화:1||단기둥:1||동결 융해:1||동결 융해 시험:1||동결융해:1||모르타르:1||목재:1||무한요소:1||반복 재하:1||보강:1||보강겹수:1||보일러 강구조물:1||복합재료 패널:1||부착:1||부착 응력:1||부착 특성:1||부착성능:1||부착응력:1||부착특성:1||비강도:1||비선형유한요소해석:1||비틀림:1||비틀림 변형률:1||사장교:1||섬유:1||섬유 혼합비:1||섬유강화폴리머 보강:1||섬유강화플라스틱:1||섬유보강:1||섬유보강 몰탈:1||셋 앵커:1||순수 비틀림:1||시멘트:1||시멘트 복합체:1||안전성 평가:1||안전성평가:1||알루미늄 연결재:1||알루미늄 커넥터:1||앵커 인발 및 전단 실험:1||열차하중:1||옹벽:1||용접접합:1||유연도 행렬:1||유한요소해석법:1||인발실험:1||인장강도:1||장착:1||재료비선형:1||재활용 GFRP 분말:1||전달행렬법:1||조기파괴:1||지진:1||지진 가속도계측기:1||지진 취약도:1||지하터널:1||쪼갬인장강도:1||철근 콘크리트:1||철근 콘크리트 보:1||철근 콘트리트 기둥:1||철근부식:1||축력:1||취약도:1||취약도 곡선:1||취약도곡선:1||층상화 단면해석:1||친환경:1||카본섬유:1||카본판재:1||콘크리트 구조궤도:1||탄소 격리:1||탄소 섬유:1||탄소섬유 시트:1||탄소섬유강화플라스틱:1||탄소중립:1||토크:1||통계지표:1||폐쇄스터럽:1||폴리머 모르타르:1||폴리머 시멘트 모르타르:1||폴리바이닐 알코올:1||표면구속응력:1||한계상태:1||합성수지:1||해석연구:1||호안공법:1||호안식생매트:1||후 설치 앵커:1||후설치 앵커:1||휨 모멘트:1||3dimension lattice:1||휨성능:1||3D Modeling:1||3차원 래티스:1||3차원 모델링:1||3차원 유한요소 해석:1||4node lattice element:1||ACO:1||Abrams’s law:1||Air content:1||Anchorage:1||Ant Colony Method(ACO).:1||Axial force:1||Axial load:1||Beam:1||Beam model:1||Beamcolumn joint:1||Bending behavior:1||CCD method:1||CCD 법.:1||CFRP Grid:1||CFRP grid:1||CFRP plate:1||CFRP reinforcement:1||CFRP strengthening:1||CFRP 보강:1||CMOD:1||Cabinet panel:1||Cement:1||Chimney:1||Column retrofitted:1||Combined deterioration:1||Compressure strength:1||Confinement:1||Curvature:1||Cyclic behavior:1||Cyclic load test:1||Cyclic loading:1||Damaged reinforcedconcrete (RC) column:1||Design procedure:1||Ductile behavior:1||Ductile reinforcement:1||Ductility improve:1||Dynamic analysis:1||ECC:1||Earthquake:1||Elastic design spectrum:1||Engineered cementitious composites(ECC):1||Equivalent linear system:1||Externally Bonded FRP:1||FRP panel:1||FRP reinforcement:1||FRP seismic reinforcement:1||FRP 내진보강재:1||FRP 복합재료:1||Fiber:1||Fiberreinforced lightweight concrete:1||Finite element:1||Finite element method:1||Finite element model:1||Flexibility matrix:1||Flexural behavior:1||Four Point Bending Test:1||Fragility Curve:1||Fragility curve:1||Freeze–thaw cycles:1||Freezethaw cycle:1||Freezethawing test:1||Freezing and thawing:1||Frozenthawed:1||GFRP column reinforcement:1||GFRP infill panels (GIPs):1||GFRP reinforced rebar:1||GFRP보강근:1||GIP wall system:1||Geomatrically nonlinear:1||Glass fiberreinforced polymer (GFRP)strip device:1||Grouting layer:1||High strength mortar:1||High strength rebar:1||Highperformance fiberreinforced cementitious (HPFRC) composite mortar:1||Highstrength concrete:1||Hyperglass:1||Hysteretic dissipated energy:1||Infill frame:1||Infilled frame:1||Insertion depth:1||Internal filling:1||Joint failure:1||Lightweight aggregate:1||Location of seismic retrofitting:1||Mechanical properties:1||Nonlinear:1||Nonlinear analysis:1||Nonlinear time history analysis:1||Numerical analysis:1||Optimization:1||PM correlation curve:1||

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