ScholarWorks@Soongsil University: Choi, Kyoung-Kyu

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Choi, Kyoung-Kyu (최경규)

College of Engineering (School of Architecture)

Research Area: 건축공학, 건축구조공학, architectural engineering, building structural engineering

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Shear strength:10||concrete structures:7||Punching shear:7||Textilereinforced mortar:7||shear strength:5||Carbon textile:5||Tensile test:5||Shaking table test:4||Shear reinforcement:4||전단강도:4||slabcolumn connections:4||Seismic retrofit:4||strength and testing of materials:4||Prediction model:4||eccentric shear:4||Compression zone:4||unbalanced moment:4||flexural strength:3||Dynamic characteristics:3||FRP:3||Reinforced concrete columns:3||design:3||Textile reinforced mortar:3||Nonlinear modeling parameters:3||High temperature:3||슬래브기둥 접합부:3||Concrete beams:3||buildings, structures &:3||Tensile behavior:3||direct punching shear:2||Uwrapped TRM jacket:2||섬유보강콘크리트:2||UPS:2||dynamic characteristics:2||Ultra high performance concrete:2||serviceability:2||Crack width:2||Carbon fibers:2||shear reinforcement:2||Uninterruptible power supply:2||전단 보강:2||Amorphous steel fibers:2||Minimum Shear Reinforcement Ratio:2||Fracture toughness:2||fiberreinforced concrete:2||진동대 실험:2||진동대실험:2||Seismic performance:2||alternative design method:2||Precast panels:2||analytical model:2||콘크리트 슬래브:2||Analytical model:2||beams &:2||textilereinforced mortar:2||편심전단:2||Cyclic loading:2||Lap splice:2||girders:2||고감쇠고무:2||Amorphous metallic fibers:2||carbon fiber:2||Shear keys:2||Drift capacity:2||Slabcolumn connections:2||Debonding:2||Lightweight cementitious composites:2||Carbon fiber textiles:2||Concrete deck slab:2||Fiberreinforced polymer:2||concrete slabs:2||Alumina cement:2||Reinforced concrete:2||High damping rubber bearing:2||Reinforced concrete beams:2||natural frequency:2||동적특성:2||nonstructural elements:2||Surface treatment:2||creep:2||무정전전원장치:2||복합면진장치:2||deflection:2||불균형모멘트:2||reinforced concrete:2||Textilereinforced cementitious composites:2||비정질 강섬유:2||Frequency response function (FRF) analysis:1||Friction:1||Fullscale structure:1||Fuzzy theory:1||GFRP:1||Glass fiber reinforced polymer:1||Gradient boosting:1||Harsh conditions:1||Heating period:1||High strength steel reinforcement:1||Hightemperature exposure:1||Horizontal components:1||Hybrid composite:1||Hybrid mold transformer:1||Hysteresis response:1||Inclined shear plane:1||Interface fiber angle:1||Isolation systems:1||Laminated elements:1||Lapsplice:1||Lateral cyclic loading:1||Latex modified concrete:1||Light shear reinforcement:1||Linear elastic fracture mechanics:1||Linear time history analysis:1||Load eccentricity:1||Longterm deflection:1||Longitudinal Reinforcement Ratio:1||Low reinforcement ratio:1||Machine learning:1||Masonry walls:1||Maximum shear strength:1||Mechanical characteristics:1||Micro steel fibers:1||Microfibers:1||Microfibers:1||Mode vectors:1||Modeling:1||Models:1||Mold transformer:1||Multidegreeoffreedom structure:1||Multiwalled carbon nanotubes:1||NSM(Near Surface Mounted Method):1||Nanomaterials:1||Near surface mounted method:1||Nominal Shear Strength:1||Nonstructural components:1||Nonstructural elements:1||Nonlinear analysis:1||Nonlinear hinges:1||Nonlinear static analysis:1||Nonstructural elements:1||Non－Seismic Detail:1||Numerical analysis:1||Nylon fibers:1||Openings:1||Operational performance:1||Operational performance level:1||Performance based seismic design:1||Poisson&apos:1||Prestressed concrete:1||Probability of exceedance:1||Pushoff test:1||Pushoff tests:1||RC Shear walls:1||RC beam:1||RC column footing:1||RC deep beam:1||Rebar spacing:1||Rehabilitation:1||Reinforced Concrete Beams:1||Reinforced Concrete Columns:1||Reinforced concrete beam:1||Reinforced concrete column:1||Reinforcement ratio:1||Remote construction supervision:1||Repairing:1||Residual shear stress:1||Rotary friction damper:1||Rubber isolators:1||Seismic Performances:1||Seismic behavior:1||Seismic damage:1||Seismic design:1||Seismic vulnerability assessment:1||Shear:1||Shear Strength:1||Shear behavior:1||Shear compression failure:1||Shear critical section:1||Shear failure:1||Shear strain:1||Slabcolumn connection:1||Slabs:1||Slender beams:1||Slender structural walls:1||Soil pressure:1||Springs:1||Steel jackets:1||Steel wire mesh:1||Strainbased shear strength model:1||Strength model:1||Sulfate attack mechanisms:1||Temperature effects:1||Tensile and compressive creep:1||Tensile parameters:1||Ultrasonic image scanning:1||Unbalanced moment:1||Uncertainty:1||Uniaxial tensile test:1||Uninterruptible power supply system:1||Wire isolators:1||abcolumn connections:1||acceleration time history response:1||aids:1||aluminum cement:1||aluminum oxide:1||amorphous metallic fibers:1||amorphous steel fibers:1||anchorage:1||bearing plates:1||bond strength:1||bridge deck slabs:1||carbon ﬁbers:1||carbon fiber reinforced polymers:1||carbon fibers:1||carbon fibre:1||carbon textile:1||codebased equations:1||column footings:1||columns:1||composites:1||compression zone:1||compressive strength:1||concentrated load:1||concrete technology:1||concrete technology &:1||confinement:1||connections:1||construction load:1||crack model:1||cyclic loading:1||cyclic loading test:1||cyclic shear:1||damping ratio:1||damping system:1||design methods &:1||diagonal tension cracking:1||distributed load:1||double tee:1||dowel bars:1||earthquake design:1||energy dissipation capacity:1||epoxy:1||epoxy adhesive:1||exterior concrete beamcolumn joints:1||extreme gradient boosting:1||failure criteria:1||failure mechanism:1||failures:1||fiber reinforced cementitious composites (FRCC):1||fiberreinforced polymer (FRP):1||field testing &:1||finite element analysis:1||flat plate:1||flexural behavior:1||flexural moment ratio:1||flexural test:1||flexural toughness index:1||floor systems:1||footings:1||foundations:1||free vibration test:1||graphical user interface:1||haunches:1||head rebars:1||highrise buildings:1||highstrength reinforcing bars:1||hollow slabs:1||hybrid FRCC:1||hybrid composite:1||hybrid fibres:1||idealised backbone model:1||idealized model:1||latex modified concrete:1||low reinforcing bar ratio:1||machine learning:1||manufacture:1||mega columns:1||minimum shear reinforcement:1||minimum thickness:1||modulus of elasticity:1||monitoring:1||nonprestressed concrete beams:1||nylon fibres:1||outofplane shear load:1||overlays:1||plastic balls:1||plates:1||precast concrete slabs:1||prestressed concrete:1||prestressed concrete beams:1||probability of cracking:1||punching shear strength:1||repairing:1||rheological modeling:1||rotation capacity:1||s ratio:1||seismic design:1||seismic performance:1||seismic retrofit:1||shake table test:1||shaking table test:1||shear characteristics:1||shear connectors:1||shear failure mode:1||shear stresscrack slip model:1||shear wall:1||slab:1||slabs &:1||slender walls:1||spandrel beams:1||steel fiber:1||steel fibres:1||steel jackets:1||steel wire mesh:1||strain at peak stress:1||stressstrain curve:1||structural integrity:1||tensile strength:1||tensile test:1||textile reinforced mortar:1||unified model:1||waffleshaped precast concrete panel:1||web crushing:1||가속도 시간이력:1||감쇠비:1||고강도 철근:1||고온 노출:1||고유진동수:1||고층공동주택 외벽 및 수평요소:1||공칭전단강도:1||교량 데크 슬래브:1||교면 포장부:1||구속도:1||균열 확률:1||균열제어:1||기능수행 성능수준:1||기존 건축물:1||기초판:1||내진설계:1||내진성능:1||다자유도계 구조물:1||단강도:1||대체 설계법:1||대체설계법:1||동적 특성:1||동특성치도출:1||뚫림전단:1||라텍스 개질 콘크리트:1||모드벡터:1||무량판 구조:1||반복가력실험:1||변형능력:1||변형률기반 전단강도모델:1||보수:1||부착강도:1||불확실성:1||비구조요소:1||비구조요소 균열:1||비내진 상세:1||비정질강섬유:1||선형 시간이력해석:1||설계변수:1||성능기반내진설계:1||세장한 보:1||수축 균열:1||수치해석:1||실규모 구조물:1||에너지소산능력:1||연성:1||원격구조감리:1||유리섬유강화폴리머:1||유한요소해석:1||응답가속도:1||이방향 중공슬래브:1||적응형 네트워크 기반 퍼지추론 시스템:1||전단보강:1||제진시스템:1||주철근비:1||직접 전단:1||직접전단:1||철근 배근 간격:1||철근콘크리트 기둥:1||철근콘크리트 벽체:1||철근콘크리트보:1||초고성능콘크리트:1||최소전단보강근비:1||최소철근비:1||콘크리트:1||콘크리트 바닥판 슬래브:1||콘크리트보:1||콘크리트압축강도:1||퍼지이론:1||표면매립공법:1||휨강도:1||휨보강:1||휨성능:1||360°camera:1||휨인성지수:1||360°카메라:1||3D point cloud:1||3D 포인트 클라우드:1||Acceleration time history response:1||Adaptive Network Based Fuzzy Inference System (ANFIS):1||Adaptive boosting:1||Amorphous metallic fiber (AMF):1||Amorphous steel fiber:1||Bayesian optimization algorithm:1||Biaxial hollow slabs:1||Boundary elements:1||Carbon fiber:1||Carbon fiber reinforced polymers:1||Carbon fibertextile:1||Coating:1||Column footing:1||Column footings:1||Combined isolator:1||Combined seismic isolator:1||Compressive stress:1||Concentrated load:1||Concrete:1||Concrete Compressive Strength:1||Concrete and masonry structures:1||Concrete columns:1||Concrete jackets:1||Crack control:1||Cracks of nonstructural members:1||Creep:1||Critical shear cracks:1||Curing temperature:1||Cyclic loads:1||Data reduction method:1||Deformability:1||Deformation:1||Degree of restraint:1||Dependence test:1||Design code:1||Design equation:1||Design model:1||Design parameter:1||Direct shear:1||Direct shear behavior:1||Dispersed fibers:1||Distributed load:1||Drying shrinkage cracking:1||Ductility:1||Durability characteristics:1||Dynamic characteristic extraction:1||Dynamic properties:1||Earthquake/seismic forces:1||Effective strain:1||Elevated temperatures:1||Epoxy adhesive:1||Epoxy impregnation:1||Existing Buildings:1||Expanded glass:1||Exposure to High Temperature:1||Exterior RC walls and horizontal components:1||Exterior walls:1||Exterior walls with openings:1||Extreme gradient boosting:1||FEM:1||FRF 해석:1||FRP anchors:1||FRP flexural Reinforcement:1||FRP shear Reinforcement:1||Failure criteria:1||Failure mechanism:1||Failure probability:1||Failure surface:1||Fiber reinforced cementitious mortar:1||Fiber reinforced concrete:1||Fiber reinforced polymer:1||Fiber reinforced polymers:1||Fiber reinforced polymers (FRPs):1||Fiberreinforced cementitious composite:1||Fiberreinforced polymer (FRP):1||Fibre reinforced mortar:1||Finite element analysis:1||Finiteelement model:1||Fire:1||Flat plates:1||Flexural Strengthening:1||Flexural strengthening:1||Fragility curve:1||

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