ScholarWorks@Hanyang University ERICA Campus: LEE, KANG SEOK

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LEE, KANG SEOK (이강석)

ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)

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Tel 031-400-5186
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Reinforced concrete:10||철근콘크리트:7||Seismic strengthening:7||reinforced concrete:6||유사동적실험:6||내진보강:5||Strength increasing method:5||Seismic capacity:5||Seismic Capacity:5||내진성능:5||seismic performance:5||seismic capacity:4||Pseudodynamic testing:4||finite element analysis:3||Nonlinear dynamic analysis:3||내진성능평가:3||carbon fiber:3||Sprayed FRP:3||Reinforced concrete buildings:3||CFT:3||sprayed FRP:3||Seismic Strengthening:3||Pseudodynamic:3||pseudodynamic test:2||pseudodynamic testing:2||Reinforce concrete:2||FRP:2||Flexure:2||SD700:2||Lowrise reinforced concrete buildings:2||main block:2||Internal Connection:2||R/C columns:2||seismic retrofitting:2||key block:2||Glass fibers:2||epoxy:2||내력증진형:2||내력증진법:2||철근콘크리트 기둥:2||Carbon &:2||Pseudodynamic:2||Seismic capacity evaluation:2||Pseudodynamic Test:2||탄소섬유:2||Concrete:2||Seismic performance evaluation:2||Vinyl ester resin:2||glass fiber:2||Reinforced Concrete:2||nonlinear dynamic analysis:2||unreinforced masonry:2||Epoxy resin:2||corrosion:2||Mediumtolowrise:1||Modular structure:1||NonLinear analysis:1||Nonbuckling slit damper:1||Nonlinear Dynamic Analysis:1||Parking structure:1||Penalty Function:1||Polyurethane:1||Prestressing:1||Precast concrete:1||Preplaced aggregate:1||Prestressing steel frame:1||Pseudodynamic test:1||Pseudodynamic Test:1||RC column:1||Required Strength Spectrum:1||Rotational friction behavior:1||Saturation:1||Seimsic strengthenning:1||Seismic Design:1||Seismic Performance Evaluation:1||Seismic Retrofit:1||Seismic Vulnerability:1||Seismic design procedure:1||Seismic performance:1||Seismic rehabilitation:1||Seismic risk assessment:1||Seismic strength:1||Shear bonding:1||Social Network Analysis:1||Stainless steel sheet:1||Steel Damper:1||Steel fiber:1||Steel frame connection:1||Steelconcrete:1||Stochastic Random Search:1||Straightshaped plate:1||Strength Increase:1||Strength Increasing:1||Strength Index:1||Strength increasing:1||Strength index:1||Structural optimization:1||Structural performance:1||Studtype seismic control system:1||Throughdiaphragm:1||Toggle Brace:1||Truss Structure:1||Truss structures:1||Ultrasonic pulse velocity:1||Vbracing:1||Viscoelastic Damper System:1||Wide composite beam:1||Wingwall:1||Xbracing:1||X브레이스:1||carbon fiber anchor:1||composite column:1||composite strengthening:1||compressive strength:1||concrete:1||concrete column:1||cyclic loading test:1||data fusion:1||degradation:1||dual lateral forceresisting system:1||ductility index:1||electrical resistivity:1||equivalent frame:1||external connection method:1||flat plate:1||flexural beam:1||flexure:1||fourpoint bending test:1||gravity load:1||halfcell potential:1||highductile fber cementitious composite (HDFC):1||highductile fibre cementitious composite:1||hysteretic properties:1||improvement of seismic performance:1||inplane:1||interlocking mechanism:1||lateral load:1||laterally layered friction damper:1||marine environment:1||metal wire:1||nonbuckling slit damper:1||nonlinear dynamic analysis:1||outofplane:1||posttension:1||precast box:1||precast construction:1||pseudodynamic:1||reduction factor:1||reinforced concrete frame:1||residual flexural strength:1||seismic improvement:1||seismic risk assessment:1||seismic strengthening:1||shaking table test:1||shear:1||shear beam:1||shear column:1||slab:1||stiffness reduction:1||strength index:1||structural performance:1||ultrasonic pulse velocity:1||windowtype seismic control system:1||강섬유:1||강재댐퍼:1||건조상태:1||고층건물:1||공기순환:1||구조성능:1||내부접합형:1||내진설계:1||내진설계절차:1||마찰 감쇠기:1||벌칙함수:1||보기둥 접합부:1||비닐에스테르수지:1||비탄성 변위비:1||사회연결망분석:1||압축강도:1||에폭시:1||에폭시수지:1||엔트로피 가중치 기법:1||외부접합:1||요구내력 스펙트럼:1||위험성 평가:1||유리섬유:1||유한요소해석:1||이산단면최적화:1||입면미관:1||자기발견적 알고리즘:1||장주기 지진:1||전문가 설문조사:1||정착강도:1||제진보강:1||중·저층:1||중공 슬래브:1||지진재난:1||철근콘크리트 건물:1||초음파속도:1||콘크리트:1||탄성계수:1||탄소 및 유리섬유:1||탄소섬유 앵커:1||트러스구조:1||프리스트레싱:1||프리캐스트 콘크리트:1||하모니서치:1||합성내진보강:1||합성보강법:1||확대머리철근:1||: Risk Evaluation:1||확률론적 랜덤 탐색법:1||Air circulation:1||Beamcolumn joint:1||Beamtocolumn connection:1||Bolt torque:1||Bolted connection:1||Brakelining pads:1||Composite rehabilitation:1||Composite seismic strengthening:1||Compressive strength:1||Concrete filled steel tubular column:1||Concretefilled Steel Tube:1||Concretefilled tube:1||Connection between modular units:1||Connector plate:1||Crossshaped plate:1||Cyclic behavior:1||Cycling load test:1||Damage state:1||Damping:1||Development strength:1||Discrete Size Algorithm:1||Ductility Index:1||Ductility index:1||Ductility ratios:1||Earthquake:1||Elastic modulus:1||Energy Dissipation:1||Energy dissipation:1||Energy dissipative devices:1||Entropy Weight Method:1||Expert Surveys:1||External Frame:1||External connection:1||FEM Analysis:1||FRP 시트:1||Facade:1||Finite element analysis:1||Friction Damper:1||Friction damper:1||Harmony Search:1||Headed bar:1||Heuristic Algorithm:1||Heuristic algorithm:1||Hollowcore slab:1||Inelastic displacement ratio:1||Kagome truss:1||Kagome truss damper:1||Length Adjustment:1||Long span:1||Longperiod Earthquake:1||Low story:1||LowRise Reinforced Concrete Buildings:1||Magnification Factor:1||

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