ScholarWorks@Korea University: JU, YOUNG KYU

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JU, YOUNG KYU (주영규)

공과대학 (건축사회환경공학부)

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Tel 3327
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Energy dissipation:7||FEM:6||diagrid:5||tall building:5||유한요소해석:5||Finite element analysis:5||GFRP:5||bucklingrestrained brace:4||diagrid structures:4||노드:4||Cyclic test:4||비좌굴가새:4||Void slab:4||hybrid damper:4||Composite floor:4||Diagrid:3||다이아그리드 구조:3||초고층 건물:3||Node:3||bucklingrestrained brace(BRB):3||finite element analysis:3||Flexural behavior:3||time history analysis:3||Overlapped length:3||ATC63:3||Hybrid damper:3||반응수정계수:3||Cumulative Plastic Ductility:3||Metallic damper:3||중공슬래브:3||Lateral force resistance:3||serviceability:3||Cyclic loading:3||energy dissipation:3||PHC Pile:3||Welding method:3||Friction damper:3||이방향 슬래브:2||composite floor:2||에너지 소산:2||Diagrid structures:2||Composite beam:2||Seismic performance:2||특수나노소재:2||Formwork:2||pushover analysis:2||Shear Behaviour:2||cyclic loading test:2||Welding type:2||누적 소성 연성도:2||component test:2||UAV (Unmanned Aerial Vehicle):2||Deep Beam:2||내진성능:2||시간이력해석:2||Hollow core slab:2||KEYWORDS : diagrid node:2||용접방법:2||Nodes:2||composite beam:2||Safety Inspection:2||FEMA P695:2||붕괴여유비:2||Diagrid node:2||비좌굴 가새:2||횡력 저항 능력:2||Constraining Steel Tube:2||Large space structure:2||복합댐퍼:2||단층 프리폼 구조:2||long span:2||reduction of story height:2||respond modification factor:2||구조실험:2||BucklingRestrained Brace:2||Steel Core:2||fire resistance:2||3D Modeling:2||3D 모델링:2||반복가력실험:2||휨성능:2||Passive control system:2||flexural capacity:2||freeformed:2||Deck plate:2||tall buildings:2||Fire resistance performance:2||Damping ratio:2||다이아그리드:2||Structural performance:2||사용성:2||Void Slab:2||모멘트 지배형:2||hollow core:2||Precast Prestressed Concrete Slab:2||3D printer:2||무인비행체:2||damping ratio:2||IDA:2||two way slab:2||Shear Performance Test:2||subassembly test:2||cyclic loading:2||Pile foundation:2||node:2||polymer composite floor:1||Lowcycle fatigue:1||thermal contact conductance:1||reduced beam section:1||Glass fiber steel composite plate:1||Reinforced steel beams:1||탈형 데크플레이트:1||Concrete filled soldier pile:1||Cast in place pile:1||Nonductile detail:1||Halogen lamp:1||Simple Calculation Methods:1||열전달 해석:1||Tribosystem:1||Outofplane behavior:1||iFLASH:1||Natural frequency:1||Response modification factor:1||Strip damper:1||bucklingrestrained braces:1||cumulative plastic ductility:1||cyclic loadings:1||프리캐스트콘크리트:1||샌드위치 패널:1||HAT joint:1||SAFE damper:1||Tall building:1||Sandwich Plate System:1||Mixed formulation:1||Spacetime finite element:1||내진보강:1||Brake Pad:1||마찰댐퍼:1||Shear Buckling:1||제형 파형강판:1||Bending Test:1||푸쉬오버:1||Single layered freeform Structure:1||Momenttyped:1||내진성능계수:1||ATC63(안):1||seismic performance factors:1||collapse margin ratio:1||Bucklingrestrained braces:1||겹침길이:1||weakaxis connection:1||Energy Dissipation:1||highrise buildings:1||joints:1||Phasechange amorphous polymers:1||safety inspection:1||pushout test:1||BRB global buckling:1||Hsection core flange buckling:1||fire resistance performance:1||plastic hinge:1||strip damper:1||Bolted connections:1||건축물 안전점검:1||지진 후 긴급 안전도 평가:1||깊은 보:1||보기둥 접합부:1||Flexural performance:1||Composite interaction:1||Embossment:1||Reduced story height:1||능동적 기법:1||할로겐 램프:1||Nanocomposite:1||Impact analysis:1||충격해석:1||SAFE 댐퍼:1||SAFE Damper:1||내화성능:1||Fire furnace test:1||Milled steel surface:1||Nonlinear time history analysis:1||Passive damping device:1||Structural control:1||축력실험:1||Steel column:1||RC frame:1||Tube Steel column:1||Pipe steel column:1||Collapse Margin Ratio:1||optimum design:1||Continua dynamics:1||스트립:1||슬롯 홀:1||Corrugated Steel Web:1||구조 성능 평가:1||전단보강재:1||데크 플레이트:1||합성바닥:1||전단성능 실험:1||Hysteresis characteristics:1||반복가력 실험:1||증분동적해석:1||frame test:1||cycling load test:1||Diagrid structural system:1||Diagrid System:1||Structural Test:1||심재:1||보강재:1||composite beams:1||Finite element model:1||Groundmotion selection:1||Multiobjective optimization:1||3D Printer:1||Irregularshaped Structure:1||비정형 건축물:1||channel:1||Smallscale furnace test:1||Hybrid floor:1||Plastic hinge:1||Passive damper:1||Optimization:1||역타공법:1||골조공기단축:1||안전진단:1||Intermediate Moment Frame:1||중간모멘트골조:1||Hybrid panel:1||Sine sweep:1||Lamination:1||Metal and composite structures:1||Infrared Thermography Technique:1||용접결함:1||Blastresistance:1||Composite panel:1||합성패널:1||Advanced Calculation Methods:1||바닥 시스템:1||Analysis:1||Real application:1||Membrane effect:1||Hysteretic model:1||analytical methodology:1||Connector:1||ColumnRafter 접합부:1||ColumnRafter joint:1||Fatigue life:1||Damping:1||전단키:1||sandwich panel:1||Steel pipe column:1||plate girders:1||viscoelastic damper:1||수직 하중:1||Initial conditions:1||Strip:1||momenttyped:1||Control Perimeter:1||전단 성능:1||diagrid system:1||increment dynamic analysis(IDA):1||median collapse:1||골조 실험:1||반복가력시험:1||Flexural strength:1||점탄성댐퍼:1||Response Modification Factors:1||shallow composite floor:1||natural frequency:1||floor vibration:1||monotonic test:1||endplate connection:1||BucklingRestrained Brace(BRB):1||Structural fire behavior:1||Reduced Beam Section:1||Pattern search:1||3D 프린터:1||3D laser scanner:1||structural safety assessment:1||concrete:1||thermal field:1||Bearing strength:1||Removable Deck Plate:1||Core Wall Construction:1||코아벽체 골조공사:1||PostEarthquake Rapid Safety Evaluation:1||흙막이 벽체:1||Polymeric material:1||Stiffness:1||Free vibration test:1||Cladding:1||Shear capacity:1||Glass fiberreinforced plastic (GFRP) plate:1||Passive method:1||적외선 열화상기법:1||후프철근:1||heat transfer analysis:1||Irregularshaped structure:1||PCM:1||Sliding motion:1||Backbone curve:1||Earthquake engineering:1||subassemblage test:1||steel damper:1||Axial load test:1||nanocomposite:1||부착강도:1||buckling:1||Seismic test:1||Dynamic characteristic:1||겹침 길이:1||Concrete filled tube column:1||Joint:1||풍진동:1||Sheartype Damper:1||파형강판웨브:1||전단좌굴:1||휨 실험:1||single layered freeform structure:1||evaluation of structural performance:1||축하중:1||중공:1||비선형해석:1||Composite beams:1||다이아그리드 구조 시스템:1||설계상세:1||파괴형상:1||Nonlinear Analysis:1||shear capacity:1||connection detail:1||structural test:1||대형가새:1||Panel Zone:1||거푸집:1||FDM 3D printer:1||harmony search algorithm:1||aggregate interlocking resistance:1||infrared thermography:1||insulation performance:1||Machine learning:1||Construction Period Reduction:1||Top down method:1||BeamColumn Connection:1||주열식 흙막이공법:1||Flexural test:1||Ductility:1||폴리머:1||적층:1||수동적 기법:1||차열성능:1||phase change material:1||Clamping detail:1||Freeform:1||Metal building system(PEB):1||Seismic capacity:1||Energy dissipation device:1||Composite columns:1||Precast concrete:1||steel beams:1||Post tension:1||Natural Frequencies:1||Vertical Load:1||Glass fibre steel composite plate:1||Hamilton&apos:1||Seismic Rehabilitation:1||Plate Girder:1||Corrugated Web Beam:1||플레이트 거더:1||axial load:1||Hysteretic behavior:1||비정형:1||Glass fiberSteel composite Plate:1||Laminated composite plate:1||Bearing Test:1||FEM analysis:1||중공 슬래브:1||Diagrid nodes:1||중간붕괴:1||nonlinear analysis:1||이력댐퍼:1||viscoelatic damper:1||초대형 대각가새 시스템:1||beamcolumn connection:1||steel structures:1||접합부:1||composite columns:1||Steelpolymer composite floor:1||Thermal expansion:1||Connection:1||Spectral matching:1||shear connector:1||Concrete macrocrack:1||Space truss:1||Strengthening:1||골조시공순서:1||Construction Sequence:1||Building:1||건축물:1||Cyclic Load Test:1||변단면보:1||콘크리트 충전형 엄지말뚝:1||Reinforced concrete frame:1||Polymer:1||Biaxial hollow concrete slab:1||Weld defects:1||U형철근:1||상변화물질:1||thermal insulation:1||Fresh concrete:1||Combined behavior:1||Momentrotation:1||Cyclic loads:1||PHC pile:1||Halfsphere joint:1||Welding:1||Composite Beam:1||구조 성능:1||Steel Damper:1||단조가력:1||wind vibration:1||Friction Damper:1||파형강판웨브 철골보:1||Half Precast Prestressed Concrete Slab:1||Punching Shear:1||Shear Reinforcement:1||GSP 판넬:1||유리섬유 보강재:1||적층 설계:1||지압 내력 실험:1||Glass FiberReinforced Plastics:1||장스팬:1||초고층:1||프리캐스트 프리스트레스트 콘크리트 슬래브:1||다이아그리드 시스템:1||Steel beams:1||Component test:1||hysteretic damper:1||비선형 정적해석:1||connections:1||Conditional spectrum:1||변형 보정:1||Deformation Compensation:1||ABSM30:1||interfacial shear strength:1||AI:1||machine learning:1||steel&:1||fullscale fire test:1||polymeric material:1||hybrid floor:1||energy dissipation device:1||passive control system:1||Glass fiber reinforced polymer:1||Temporary retaining wall:1||Seismic resilience:1||bucklingrestrained brace (BRB):1||방폭구조:1||확대머리철근:1||Head bar:1||Ubar:1||Lateral pressure:1||Load washer:1||Seismic retrofitting:1||structural system:1||Spatial structure:1||합성기둥:1||Shear key:1||Spread foundation:1||Steel box column:1||corrugated webs:1||다이아그리드 노드:1||Long span:1||s principle:1||Monotonic:1||강재댐퍼:1||Trapezoidally Corrugated Web Steel:1||하프 프리캐스트 프리스트레스트 콘크리트 슬래브:1||Twoway Slab:1||층고절감:1||핵 심 용 어 : 다이아 그리드 접합부:1||Tall buildings:1||ATC63(Draft):1||highrise building:1||강구조:1||composite structures:1||experimentation:1||Finite Element Method:1||Tapered Beam Flange:1||Response spectrum:1||angle:1||Ushaped section:1||UAV:1||#8211:1||Energybased time equivalent approach:1||thermal behavior analytical model:1||Sandwich floor panel:1||Prestressing:1||PLA polymer:1||MultiReduced Taper Beam:1||Tuned liquid column damper:1||Vibration control:1||외장재:1||Active method:1||Hoopbar:1||Prestressed concrete slab:1||Fire resistance:1||floor system:1||Composite floor system:1||Steel frame:1||Combined isotropickinematic hardening:1||seismic performance factor:1||Spherical node:1||Vibration characteristics:1||공업화박판강구조(PEB):1||Damage:1||Passive control:1||bonding strength:1||slender webs:1||최적설계:1||용접 방법:1||Reduction in storey height:1||Noniterative algorithm:1||Slot Hole:1||브레이크 패드:1||전단형 댐퍼:1||뚫림전단:1||위험단면:1||동적증분해석:1||FEM 해석:1||초대형 대각가새 구조:1||Buildings, highrise:1||Unconstrained length:1||Design detail:1||Failure mode:1||splittee connection:1||초고층건물:1||polymer infilled BRB:1||slot weld:1||Finite Element Analysis:1||cement cladding:1||BIM (building information modeling):1||reverse engineering:1||cold formedsteel:1||

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