ScholarWorks@Gyeongsang National University: Kwon, Min Ho

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Kwon, Min Ho (권민호)

공과대학 (토목공학과)

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Tel 0557721796
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FRP:8||내진보강:7||nonlinear analysis:6||finite element:5||RC beam:5||soilstructure interaction:5||Ductility:4||RC column:4||Corrosion:4||Velcro:3||CFRP:3||Seismic retrofit:3||Torque:3||PVA:3||부식:3||Reinforced concrete:3||concrete:3||Postinstalled anchor:3||Seismic reinforcement:3||유한요소:3||WinklerPasternak foundation:3||Winkler foundation:3||beam elements:3||CFRP grid:3||철근콘크리트:3||유한요소법:2||Nonlinear:2||optimization:2||Stiffness matrix:2||Nonlinear FEM:2||Bending member:2||Strength:2||Strengthening:2||ABAQUS:2||Compression member:2||Dynamic plastic analysis:2||GFRP:2||내진:2||RFR:2||지반말뚝 동적거동 특성:2||내진보강재:2||Cyclic load test:2||DCR:2||GFRP infill panel:2||development length:2||durability:2||safety evaluation:2||PVA fiber:2||동적소성해석:2||동적해석:2||PVAECC:2||Concrete:2||콘크리트:2||말뚝식 계류시설:2||Elastic substrate media:2||Finite Element Analysis:2||SEM:2||LGBMR:2||LSDYNA:2||Torsional strength:2||Finite element:2||CFRP grids:2||flexibilitybased formulation:2||UM resin:2||복합재료:2||fracture energy:2||fragility curve:2||Ultimate Strength:2||Seismic Performance Evaluation:2||stiffnessbased formulation:2||비선형:2||CFRP 그리드:2||Seismic behavior:2||Pullout and shear test:2||비선형 유한요소해석:2||temporary bridge:2||비틀림:2||비틀림 강도:2||Virtual displacement principle:2||Material nonlinear:2||FEM:2||torsional strength:2||섬유보강:2||XGBoost:2||inverse analysis:2||virtual force principle:2||Seismic retrofitted:2||Flexureshear critical column:2||winkler foundation:2||가교:2||FRP composite:2||Corroded Reinforcing Bar:2||Shearflexure interaction:2||Fragility:2||Soilstructure interaction:2||RC beamcolumn joint:2||Steel frame:2||Aluminum connector:2||고유주기:2||Gravity type Concrete Dam:1||Ground Acceleration:1||Grouting layer:1||Guid system:1||High performance cementious composites:1||High strength mortar:1||High strength rebar:1||Highperformance fiberreinforced cementitious (HPFRC) composite mortar:1||Highstrength concrete:1||Hydraulic Steel Pipe:1||Hydrodynamic Pressure:1||Hyperglass:1||Hysteretic dissipated energy:1||Improved method:1||Improving response spectrum analysis method:1||Inplane test:1||Infill frame:1||Infilled frame:1||Infinite Element:1||Insertion depth:1||Integral constitutive equation:1||Internal filling:1||Joint failure:1||Large deformation:1||Lightweight aggregate:1||Local damages:1||Location of seismic retrofitting:1||Maximum Credible Earthquake(MCE):1||Minimum rebar ratio:1||Mixed finite element:1||Modified couple stress theory:1||Nanobeam:1||Nanowires:1||Natural period:1||Natural stiffness matrix:1||Nonlinear analysis:1||Nonlinear Finite Element Method:1||Nonlinear analysis:1||Nonlinear time history analysis:1||Nonlocal elasticity:1||Optimization:1||PM correlation curve:1||PGA:1||PST system:1||PST시스템:1||Particle method:1||Pier:1||Pier loadbearing capacity evaluation:1||Piercrane dynamic behavior:1||Pile Mooring Facility:1||Pile mooring facility:1||Piletype mooring facilities:1||Polymer cement mortar: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||Pushover test:1||RC:1||RC Column:1||RC column seismic retrofitting:1||RC frame:1||RC frame element:1||RC structure:1||RC 구조물:1||RC 기둥:1||RC 보:1||RCcolumn:1||Radiation damping:1||Rapid retrofitting:1||Rayleigh damping:1||Reinforcement:1||Remaining life:1||Response Acceleration:1||Retrofit design:1||SC 구조:1||SCST structure:1||SCST구조:1||SPH:1||School building:1||Sectional strength:1||Seismic:1||Seismic Design Code:1||Seismic Isolator:1||Seismic Waves:1||Seismic capacity:1||Seismic nonlinear analysis:1||Seismic performance:1||Seismic retrofitting:1||Seismicstrengthening method:1||Set anchor:1||Shear Connector:1||Single column:1||Soil flow:1||SoilPile Dynamic Behavior characteristics:1||Soilpile dynamic behavior:1||Standard Design Response Spectrum:1||Steel fiber:1||Steel plate concrete structure:1||Stiffness characteristics:1||Stirrup:1||Straindriven model:1||Strengthening method:1||Stress:1||Stress category:1||Stud Bolt:1||Surface constrained pressure:1||Surface elasticity theory:1||Surfaceenergy effect:1||TMM (Transfer Matrix Method):1||TRM(total reinforced member)공법:1||Target displacement:1||Tensile strengthening effect:1||Tensile test:1||Thermal Power Plants:1||Threedimensional finite element analysis:1||Time Domain:1||Timehistory dynamic analysis:1||Timoshenko frame element:1||Torsional behavior:1||Torsional retrofitting:1||Train load:1||Transfer matrix method:1||Transformers:1||UM수지:1||Unbonded rebar:1||Unbonded:1||Underground tunnel:1||Urethane filler:1||Virtual force principle:1||Virtualforce principle:1||Water Hammer:1||acid:1||aging:1||alkali:1||artificial neural networks:1||attachiment:1||attaching composite material beam:1||basalt fiberreinforced polymer (BFRP) grid:1||beam element:1||boiler steel structure:1||bolted connection:1||bond strength:1||bonding Stress:1||bonding force:1||bonding length:1||cablestayed bridge:1||cabletensioning:1||column seismic retrofit:1||composite material:1||compressive strength:1||concrete columns:1||concrete spalling:1||confinement:1||confining effect:1||constitutive law:1||contactinterface element:1||crack control:1||creep reduction factor:1||creep rupture strength:1||cyclic load:1||cyclic loads:1||datadriven approach:1||ductility:1||dynamic nonlinear analysis:1||earthquake:1||ecofriendly:1||emergency construction:1||engineered cementitious composite (ECC):1||fabricreinforced cementitious matrix (FRCM):1||fiber:1||fiber reinforced:1||fiberreinforced lightweight concrete:1||fiberreinforced mortar:1||fibersection model:1||fibervolume fraction:1||finite element method:1||finite element model:1||flexural behavior:1||freezethaw:1||freezethawing:1||generalized displacement control method:1||geometric nonlinearity:1||girder member:1||girderpier bridge joint:1||high strength rebar:1||high strengthened concrete:1||highstrength concrete:1||highstrength mortar:1||hightemperature:1||hyperbolic model:1||immersion:1||infinite element:1||joint failure:1||latticebased model:1||lightweight aggregate:1||lightweight aggregate concrete:1||lightweight concrete:1||limit states:1||long term:1||longterm performance:1||machine learning:1||mechanism:1||natural frequency:1||natural stiffness matrix:1||nonlinear:1||nonlinear analysis:1||nonlinear FEM:1||nonlinear bar element:1||nonlinear lattice model:1||nonlinear structural analysis:1||passive earth pressure:1||performancebased seismic evaluation:1||polymer cement mortar:1||polymer mortar:1||postbuckling analysis:1||postinstalled anchor:1||pretensioning:1||pullout test:1||pullout test:1||pure torsion:1||rapping composite material beam:1||regression analysis:1||reinforced concrete column:1||resin:1||retaining wall:1||revetment protection systems:1||revetment vegetation mats:1||rocking foundation:1||school building:1||school facilities:1||seismic:1||seismic accelerometer:1||seismic fragility:1||seismic performance:1||seismic reinforcement:1||seismic retrofit:1||seismic retrofitting:1||seismicresistant column:1||sensitivity analysis:1||shallow foundation:1||shallow foundation element:1||shear reinforcement:1||shear strength:1||snapback:1||snapthrough:1||soil bearing capacity:1||statistical index:1||steel fiber:1||steel fiberreinforced cementitious mortar:1||steel frame joint:1||strength:1||synthetic data:1||synthetic resin:1||tensile strength:1||threedimensional lattice model:1||torque:1||torsion:1||torsional analysis:1||torsional strain:1||total lagrangian formulation:1||total reinforced member (TRM) method:1||trend line:1||virtual displacement principle:1||weight change:1||welded connection:1||welding joint:1||가능최대지진(MCE):1||감쇠비:1||강골조:1||강골조 접합부:1||강섬유시멘트 복합체:1||강성특성:1||강성행렬:1||개선된 방법:1||거더 부재:1||거더교각 접합부:1||경량골재콘크리트. CMOD. 파괴에너지. 역해석. Ant Colony Method(ACO):1||고강도 철근:1||고강도 콘크리트:1||고성능 유리섬유:1||고인성 시멘트:1||곡률변위보간법:1||교육시설:1||구속 효과:1||균열제어:1||그라우트충전층:1||기둥내진보강:1||기둥보강:1||기하학적 비선형:1||긴급시공:1||내구성:1||내부충진:1||내진기둥:1||내진설계기준:1||내진성능:1||내진성능평가:1||노후화:1||단기둥:1||단면강도:1||댐 축방향 지진:1||동결 융해 시험:1||동결융해:1||동수압:1||래핑형 복합재료빔:1||레일리 감쇠:1||머신러닝:1||메커니즘:1||면내전단시험:1||무게 변화:1||무한요소:1||반복 하중:1||반복하중:1||반복하중 실험:1||방사감쇠:1||벨크로:1||보기둥 접합부:1||보강재:1||보일러 강구조물:1||볼트연결:1||부착:1||부착길이:1||부착력:1||부착응력:1||부착형 복합재료빔:1||붕괴방지수준:1||비선형 래티스 모델:1||비선형 유한요소법:1||비선형 해석:1||비선형유한요소해석:1||비틀림 변형률:1||사장교:1||산성 용액:1||상관식:1||섬유:1||섬유 혼합비:1||섬유강화플라스틱:1||섬유보강 몰탈:1||성능평가:1||셋 앵커:1||수충격:1||순수 비틀림:1||스터드볼트:1||안전성 평가:1||안전성평가:1||알루미늄 연결재:1||알루미늄 커넥터:1||알칼리 용액:1||압축강도:1||압축부재:1||압축시험:1||앵커 인발 및 전단 실험:1||연성:1||연성거동:1||연성보강:1||열차하중:1||옹벽:1||용접연결:1||용접접합:1||유연도 행렬:1||유한요소 모델:1||유한요소 해석:1||유한요소해석:1||유한요소해석법:1||유효지반가속도:1||인공감쇠:1||인발실험:1||인장강도:1||인장강화효과:1||인장시험:1||잔교크레인 동적거동 특성:1||잔존수명:1||재료비선형:1||전단연결재:1||전달행렬법:1||정적가력실험:1||정착길이:1||지진:1||지진 가속도계측기:1||지진 취약도:1||지하터널:1||철근부식:1||철근콘크리트 기둥:1||철근콘크리트 보:1||최소철근비:1||추세선:1||취약도:1||취약도 곡선:1||취약도곡선:1||친환경:1||침지:1||케이블텐션:1||콘크리트 구조궤도:1||콘크리트 댐:1||콘크리트 중력식 댐:1||토크:1||통계지표:1||파괴모드:1||파괴에너지:1||평균응력평균변형률 기법:1||폐쇄스터럽:1||폴리머 모르타르:1||폴리머 시멘트 모르타르:1||표면구속응력:1||표준설계응답스펙트럼:1||프리텐션:1||피로등급 상세범주:1||피로손상도:1||피어부 내하력 평가:1||한계상태:1||합성수지:1||합성지하벽:1||호안공법:1||호안식생매트:1||활동 안정성:1||회귀분석:1||후 설치 앵커:1||후설치 앵커:1||2D Site Response Analysis:1||휨 부재:1||2차원 부지응답해석:1||3dimension lattice:1||3D Modeling:1||3차원 래티스:1||3차원 모델링:1||3차원 유한요소 해석:1||4node lattice element:1||ACO:1||Activity stability:1||Anchorage:1||Ant Colony Method(ACO).:1||Artificial Seismic Wave:1||Artificial damping:1||Average stressAverage strain method:1||Axial force:1||Bar elements:1||Basalt fiberreinforced polymer:1||Basement Composite Wall:1||Bayesian optimization:1||Beam:1||Beam model:1||BeamColumn joint:1||Beamcolumn joint:1||Bending moment:1||CAV:1||CCD method:1||CCD 법.:1||CMOD:1||Cabinet panel:1||CatBoost:1||Catboost:1||Cementitious matrix:1||Chimney:1||Collapse level earthquake:1||Column retrofitted:1||Combined deterioration:1||Composite column:1||Compression test:1||Concrete dam:1||Corner joint:1||Correlative equation:1||Crane:1||Curvature:1||Cyclic behavior:1||Cyclic load:1||Dam:1||Dam axial earthquake:1||Damaged reinforcedconcrete (RC) column:1||Damping ratio:1||Design procedure:1||Displacementbased formulation:1||Ductile behavior:1||Ductility improve:1||Dynamic Analysis:1||Dynamic analysis:1||Dynamic behavioral characteristics:1||ECC:1||Earthquake:1||Earthquake Fragility:1||Elastic design spectrum:1||Equivalent linear system:1||Eringen nonlocal elasticity theory:1||Externally Bonded FRP:1||FRP panel:1||FRP seismic reinforcement:1||FRP 내진보강재:1||FRP 복합재료:1||FRP 패널:1||Failure criterion:1||Failure mode:1||Fatigue damage:1||Fiber:1||Fiber frame element:1||Fiber reinforced:1||Fiber reinforced polymer:1||Fiberreinforced lightweight concrete:1||Finite beam element:1||Finite element analysis:1||Finite element method:1||Flexibility matrix:1||Forcebased formulation:1||Forcedbased formulation:1||Four Point Bending Test:1||Fourpoint bending test:1||Fracture Energy:1||Fragility Curve:1||Fragility curve:1||Freeze–thaw cycles:1||Freezethawing test:1||Frozenthawed:1||GFRP column reinforcement:1||GFRP fabric composite:1||GFRP infill panels (GIPs):1||GFRP직물:1||GIP wall system:1||Geomatrically nonlinear:1||Glass fiber:1||Glass fiberreinforced polymer (GFRP)strip device:1||

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