ScholarWorks@Hanyang University: Han, Sang Whan

Detailed Information

Han, Sang Whan (한상환)

COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)

Research Area: 구조공학/내진공학/구조동역학/구조신뢰성

Tel 02-2220-1715
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Cyclic behavior:13||HPFRCC:13||Connections:11||Ground motion:10||내진성능평가:9||Seismic performance:9||Experiment:9||접합부:8||Earthquake:7||Bidirectional loading:7||Empirical equation:7||Selection:7||cyclic behavior:7||연결보:7||철골 모멘트 골조:7||Diagonal reinforcement:6||지반운동:6||붕괴확률:6||Coupling beam:6||Special moment frame:6||Collapse probability:5||Transverse reinforcement:5||experiment:5||ground motion:5||유한요소해석:5||Response history analysis:5||Access hole:5||Finite element analysis:5||Coupling beams:5||실험:5||목표스펙트럼:4||비탄성 변위비:4||Finite Element Analysis:4||Posttensioned:4||상관관계:4||Shear failure:4||Shear strength:4||Flat plate:4||IDA:4||Seismic Performance Evaluation:4||Seismic behavior:4||Reinforcement:4||특수모멘트골조:4||diagonal reinforcement:4||플랫 플레이트:4||Damage state:4||ATC63:4||횡보강근:4||내진설계범주:4||Rotation capacity:4||Seismic performance evaluation:3||Steel Moment Frames:3||Transverse Reinforcement:3||물리적 이론 모델:3||Lap splice:3||Performance Evaluation:3||Flat Plate:3||coupling beam:3||Torsional irregularity:3||Local Buckling:3||파단 예측:3||Beamcolumn joint:3||flat plate:3||WUFW:3||국부좌굴:3||비선형 시간이력해석:3||분산:3||WUFB connections:3||Deformation capacity:3||Story drift:3||Plastic Rotation:3||point source model:3||비틀림 비정형:3||Target response spectrum:3||Connections Fracture:3||Fragility function:3||Coupling Beam:3||형상비:3||probability of collapse:3||Friction damper:3||내진설계:3||HSB800:3||Energy dissipation:3||seismic performance:3||높이:3||Diagonal Reinforcement:3||Library:3||analytical model:3||Scaling:3||응답 스펙트럼:3||seismic design:3||Collapse performance:3||Structural height:2||Bottom Reinforcement:2||Target Response Spectrum:2||Tendons:2||Inelastic displacement ratio:2||Inelastic response:2||Failure mode:2||점지진원 모델:2||Post tensioned:2||PostNorthridge WUFB Connections:2||regression:2||중간모멘트골조:2||Intermediate moment frame:2||Intermediate moment frames:2||Joint transverse reinforcement:2||Capacity Spectrum Method:2||지반운동 예측식:2||RBSB Connection:2||seismic collapse performance:2||Flat Plate Slab:2||seismic force resisting system:2||WidthThickness Ratio:2||RC column:2||Bottomreinforcement:2||철골 보통모멘트골조:2||철골 중간모멘트골조:2||seismic performance evaluation:2||Brace:2||Regression:2||취성파단:2||bottom reinforcement:2||Reinforced concrete:2||Correlation:2||콘크리트충전:2||Diagonally reinforced coupling beam:2||Local buckling:2||Fracture:2||soil condition:2||평균:2||포스트 텐션:2||포스트 텐션 플랫 플레이트:2||special moment frame:2||Fracture Prediction:2||푸쉬오버 해석:2||static pushover analysis:2||플랫플레이트:2||하부 철근:2||steel intermediate moment frame:2||Response spectrum:2||회귀분석:2||회전 연성 능력:2||Masonry infill wall:2||connections:2||Rotation Capacity:2||Generalized inversion technique:2||correlation:2||coupled shear wall:2||structural analysis:2||Inelastic displacement ratios:2||Coupled shear wall:2||tendon:2||Drift capacity:2||Modeling parameter:2||damping ratio:2||deformation capacity:2||Modeling parameters:2||Moment Resisting Frame:2||Seismic Design Category:2||drift capacity:2||Analytic model:2||edge beam:2||effective beam width:2||강도한계 이선형 모델:2||강섬유:2||Moment strength:2||강성감소계수:2||경험식:2||energy dissipation:2||Effective Beam Width Model:2||Seismic design parameters:2||Seismic design procedure:2||기둥 전단 변형:2||Cyclic Behavior:2||내진거동:2||Brittle Fracture:2||exterior connection:2||능력스펙트럼법:2||Column strength ratio:2||대각보강근:2||finite element analysis:2||대각철근:2||flatplate system:2||Seismic retrofit:2||Base Shear:2||등가단자유도 시스템:2||Nonlinear regression:2||Ground motion simulation:2||Nonlinear response history analysis:2||모멘트 저항 골조:2||Shear wall:2||Combined hardening model:2||반복가력:2||반복거동:2||Simulation:2||Older reinforced concrete buildings:2||Site Effect:2||변형 능력:2||병렬전단벽 시스템:2||hollow structural section:2||Site effect:2||Epicenter:2||Ordinary moment frame:2||부지 효과:2||Slab column connection:2||붕괴 강도비:2||Equivalent lateral force:2||Slabs:2||Bundled diagonal reinforcement:2||inelastic displacement ratio:2||Concrete Structures:2||lateral load:2||비탄성변위비:2||선정:2||lateral strength:2||성능기반설계:2||Steel Moment Frame:2||소성 회전:2||Aspect Ratio:2||Connection:2||Hysteretic behavior:2||Steel moment frames:2||Steel ordinary moment frame:2||modal pushover analysis:2||model parameter:2||Connection Model:2||시간이력해석:2||Performance Evalu ation:2||액세스 홀:2||moment frame:2||Stiffness Rreduction Factor:2||Performance evaluation:2||엑세스홀 상세:2||Performancebased design:2||Physical Theory Model:2||웨브를 볼트로 접합한 보 플랜지 절취형 단면 접합부:2||Pinching:2||numerical model:2||Strengthlimited SDF system:2||FEMA 695:2||유효보폭모델:2||Seismic demand:1||Seismic design:1||Seismic design category:1||Seismic effects:1||Seismic loss:1||Seismic loss estimation:1||Seismic region:1||Seismic risk contour map:1||Seismicity:1||Shape:1||Shaping Window Model:1||Shear Strength:1||Shear Wave Velocity:1||Shear critical:1||Shear reinforcement ratio:1||Short column effect:1||Short lap splices:1||Site Amplification Model:1||Slab Thickness:1||Slab bottom reinforcement:1||Slabcolumn Connection:1||Slender coupling beam:1||Soil Profiles:1||Source effect:1||Stainless steel sheet:1||Steeel Moment Frames:1||Steel Moment Resisting Frame:1||Steel Ordinary Moment Frame:1||Steel fibers:1||Steel moment resisting frames:1||Steel ordinary moment resisting frame:1||Steel special moment frame:1||Stiffness:1||Stiffness reduction factor:1||Stirrups:1||Stochastic Pointsource Model:1||Stochastic pointsource model:1||Strength:1||Strength reduction:1||Stress distribution:1||TLD:1||Target spectrum:1||Test:1||Thin film:1||Torsional Irregularity:1||Transfer Slab:1||Transverse reinforcements:1||UHPC:1||Unidirectional loading:1||Uniform Hazard Response Spectrum:1||Uniform hazard response spectra:1||Variance:1||Void:1||WUFB 접합부:1||WUFW connections:1||WUFW 접합부:1||Walking:1||Walking(보행):1||Wall:1||Weld Access hole:1||Welding:1||Widththickness ratio:1||XGBoost:1||access hole:1||analysis algorithm:1||analysis method:1||aramid rods:1||backbone curve:1||bidirectional loading:1||bilinear model:1||bracing:1||buckling:1||bundled:1||calibration:1||capacity spectrum method (CSM):1||collapse capacity:1||collapse strength ratio:1||column:1||column sway mechanism:1||columns:1||combined hardening model:1||composite beam action:1||compressive performance:1||concretefilled steel tube column:1||connection:1||contour map:1||corner column:1||coupled shear walls system:1||critical section:1||cyclic behaviour:1||cyclic deterioration:1||cyclic envelope:1||cyclic loading:1||cyclic performance:1||demand spectrum:1||design equation:1||design provision:1||displacement ductility:1||dynamic stability:1||earthquake:1||earthquake response:1||effective beam width model:1||empirical equation:1||energy dissipater:1||energy dissipation capacity:1||equivalent frame:1||equivalent lateral force:1||equivalent single degree of freedom:1||evolutionary hybrid model:1||expected annual loss:1||experimentation:1||failure index:1||fibrereinforced concrete:1||flexural performance:1||floor vibration:1||fracture life:1||fractures:1||genetic algorithm:1||geopolymer composites:1||gravity loads.:1||gravity shear ratio:1||ground motion parameter:1||ground motion prediction equation:1||ground motion simulation model:1||ground motions:1||heel drop:1||height:1||highperformance fiberreinforced cement composite:1||highperformance fiberreinforced cementitious composite:1||higher mode:1||hollow sections:1||hollowcore slab:1||hooked end steel fiber:1||hysteretic behavior:1||hysteretic behaviour:1||hysteretic model:1||incremental dynamic analysis:1||inelastic cyclic:1||inelastic displacement:1||intermediate moment frame:1||irregularities:1||lateral loads:1||library:1||loading protocol:1||low cycle fatigue test:1||low heighttodepth ratio:1||lowrise building:1||masonry infill wall:1||max drift capacity:1||maximum drift capacity:1||mean:1||modeling parameters:1||moment connection:1||moment ratio:1||momentresisting steel frames:1||multivariate adaptive regression spline:1||nonductile:1||nonlinear regression analysis:1||nonlinear response:1||numerical models:1||optimization:1||panel zone:1||parameter:1||parameters:1||peak oriented:1||peakoriented 모델:1||performance:1||performancebased earthquake engineering:1||physical theory:1||point source:1||polypropylene fiber:1||post tension flat plate:1||posttensioned:1||posttensioned flat plate slab:1||precast:1||principal tensile stress:1||probability:1||punching shear:1||pushover analysis:1||recording station:1||regression analysis:1||reinforced concrete flat plate:1||reinforced concrete moment frame:1||reinforcement:1||response:1||response history analyses:1||response history analysis:1||response spectrum:1||response spectrum analysis:1||risk:1||rotation capacity:1||scenario earthquake:1||seismic behavior:1||seismic design category:1||seismic forceresisting system.:1||seismic hazard:1||seismic load:1||seismic loss:1||seismic response:1||seismic retrofit:1||seismic risk:1||seismicity:1||selecting ground motions:1||selection:1||shaking table:1||shaping window model:1||shear:1||shear strength:1||simulation:1||simulation analysis:1||site class:1||slab bottom reinforcement through column:1||slender coupling beams:1||slip:1||special moment frames:1||station:1||steel fiber:1||steel moment frame:1||steel moment resisting frame:1||steel moment resisting frames:1||steel ordinary moment frame:1||steel special moment frame:1||stiffness reduction factor:1||strength limit:1||strengthlimited bilinear model:1||strong columnweak beam:1||structural design:1||structural elements:1||structural steel:1||target response spectrum:1||tensile strength of concrete:1||testing:1||transfer length:1||transfer slab system:1||transverse reinforcement:1||trilinear model:1||tuned liquid damper(TLD):1||ultimate capacity:1||variance:1||vibration control:1||void section:1||walking:1||webshear capacity:1||widththickness ratio:1||wind load:1||가새부재:1||감쇠 상수:1||감쇠비:1||강도한계:1||강선:1||강섬유보강 콘크리트:1||고강도강:1||고성능섬유시멘트복합체:1||구조물 해석:1||국부 좌굴:1||기둥보 접합부:1||깊은보:1||내진설계절차:1||내진성능:1||노후 철근콘크리트 건물:1||누적에너지소산:1||대각보강:1||대각보강 연결보:1||대각보강철근:1||동적 안정성:1||동적 해석:1||동조액체감쇠기:1||등가골조법:1||등재해도 응답 스펙트:1||뚦림 전단 파괴:1||뚫림 전단:1||뚫림 전단 파괴:1||라이브러리:1||마찰 감쇠기:1||모델 파라미터:1||몬테카를로 시뮬레이션:1||묶음대각철근:1||밑면 전단력:1||바닥 두께:1||바닥 진동:1||바닥 철근:1||반복가력실험:1||반복하중실험:1||배율조정:1||변위 성능:1||병렬전단벽시스템:1||보기둥 접합부:1||복부전단강도:1||부지 증폭 모델:1||불확실 변수:1||붕괴 확률:1||붕괴성능:1||붕괴위험도:1||비선형 모델:1||비선형 해석모델:1||비선형 회귀분석:1||비선형해석:1||비연성:1||삼선형:1||성능 평가:1||성능기반 설계:1||성능평가:1||소성회전:1||소성회전능력:1||손상 누적:1||수치모델:1||수평하중:1||스터럽:1||슬래브 기둥 접합부:1||슬래브 하부 철근:1||슬래브 하부철근:1||슬래브기둥 접합부:1||신뢰성 분석:1||에너지 소산:1||에너지소산:1||에너지소산능력:1||엑세스 홀:1||외부 접합부:1||용접:1||웨브를 볼트로 접합한 보 플랜지 절취형 접합부:1||위험단면:1||유한 요소 해석:1||유한요소:1||유한요소 해석:1||유효단면:1||유효보폭:1||이력 거동:1||이력 평가:1||이력거동:1||이력모델:1||이방향 하중:1||이선형:1||이선형 단자유도 시스템:1||전단 파괴:1||전단강도:1||전단보강근비:1||전단파속도:1||전달길이:1||전이슬래브:1||전이슬래브 시스템:1||전체붕괴:1||접합부 모델:1||접합부 파단:1||접합부의 회전성능:1||접합부회전성능:1||정확성:1||조건부 응답 스펙트럼:1||주인장응력:1||중공:1||중공부:1||중공슬래브:1||중력전단비:1||중력하중:1||지반운동 상관관계:1||지반운동 선정:1||지반운동기록 선정:1||지반운동선정:1||지진:1||지진 응답:1||지진 재해도:1||지진력 저항 시스템:1||지진위험도 등고선지도:1||지진응답:1||진동제어:1||철골 모멘트 저항골조:1||철골 보통모멘트 골조:1||철골모멘트골조:1||철골모멘트저항골조:1||철골특수모멘트 골조:1||철근 모멘트 저항골조:1||철근 콘크리트 플랫 플레이트:1||철근콘크리트 플랫 플레이트:1||최대 강도:1||최대 변형 능력:1||추계학적 점지진원 모델:1||층 변위:1||층간변위비:1||콘크리트 구조:1||콘크리트 인장강도:1||테두리보:1||텐돈:1||파괴 모드:1||판폭 두께비:1||판폭두께비:1||패널존:1||포스트 텐션 플랫 플레이트 슬래브:1||푸쉬 오버 해석:1||프리캐스트:1||플랫 플레이트 슬래브:1||해석모델:1||형상:1||형태창 모델:1||확률론적 지진재해도 해석:1||회전성능:1||횡 강성:1||횡방향 강도:1||횡방향철근:1||횡하중:1||효율성:1||효율적인 방법:1||휨 강도:1||1차 모드 등가 단자유도 시스템:1||휨 파괴:1||3DEC:1||ATC 63:1||Acceleration Value Parameter:1||Acceleration Value Parameter(가속도 크기 변수):1||Acceptance criteria:1||Access Hole Detail:1||Accuracy:1||Algorithm:1||Amplification Factor:1||Analytical model:1||Approximate method:1||Approximate procedure:1||Artificial Earthquake:1||Aspect ratio:1||Axial compression capacity:1||Beamcolumn connection:1||Beams:1||Biaxial loading:1||Biaxial testing:1||Bilinear system:1||Bolted connections:1||Bolted web:1||Bond strength:1||Braced frame:1||Brake lining pads:1||Brick masonry:1||Bundled Diagonal reinforcement:1||CCFST:1||CFST column:1||Calibration:1||Capacity:1||Capacity spectrum method:1||Collapse Risk:1||Collapse risk:1||Collapse strength:1||Collapse strength ratio:1||Column Shear Deformation:1||Columns:1||Concrete (structural):1||ConcreteFilled:1||Concretefilled steel tube:1||Confinement option:1||Connection rotation capacity:1||Constitutive model parameters:1||Contour map:1||Corner beamcolumn joint:1||Corner joint:1||Corner joints:1||Coupled Shear Walls System:1||Crack:1||Cumulative energy dissipation:1||Cyclic Loading:1||Cyclic Loading Test:1||Cyclic Test:1||Cyclic behaviour:1||Cyclic damage:1||Cyclic deterioration:1||Cyclic loading:1||Cyclic loading test:1||DEM:1||Damage Cumulation:1||Damage parameters:1||Damping system:1||Decay Parameter:1||Deep Beam:1||Design method:1||Deterioration:1||Diagonal compression test:1||Diagonal reinforcements:1||Diagonally reinforced concrete beam:1||Diagonally reinforced concrete coupling beam:1||Drift:1||Drift Capacity:1||Ductility:1||Dynamic Analysis:1||Dynamic analysis:1||ESDOF system:1||Earthquake Hazard Map:1||Effective Section:1||Effective beam width method:1||Efficiency:1||Efficient method:1||Electrochemical properties:1||Energy Dissipation:1||Expected annual loss:1||Experimental study:1||Experimental test:1||Experimentation:1||Externally bonded (EB):1||FEM:1||FEMA  P69:1||FEMA  P695:1||Facture:1||Failure:1||Fiber reinforced polymer (FRP) composites:1||Finite element:1||First Mode Equivalent SDF System:1||Flexural Strength:1||Flexure failure:1||Flexure test:1||Floor Vertical Vibration:1||Floor Vertical Vibration(바닥 수직진동):1||Floor Vibration:1||Forcedeformation curve:1||Fourier amplitude spectrum:1||Friction mechanism:1||Genetic algorithm:1||Global Collapse:1||Gravity load:1||Gravity load designed frames:1||Ground  Motion:1||Ground Motion:1||Ground Motion Prediction Equation:1||Ground Motion Prediction Equations:1||Ground Motions:1||Ground motion library:1||Ground motion prediction equation:1||Ground motion prediction equations:1||Ground motion records selection:1||Ground motions:1||Gyeongju Earthquake:1||Hardening model:1||Heel Drop:1||Heel Drop(뒤꿈치 충격):1||High performance fiberreinforced cement composite:1||High strength steel:1||Highperformance Steel:1||Highrise buildings:1||Hollow structural section:1||Horizontaltovertical spectral ratio:1||Hybrid model:1||Hysteresis loop:1||IDA해석:1||IMF:1||Incremental dynamic analysis:1||Inelastic Displacement Ratio:1||Inelastic displacement:1||Inorganic compound:1||Insulation:1||Interstory  Drift  Ratio:1||Interior joints:1||Intermediate  moment frame:1||LCF test:1||LSDYNA program:1||Lateral Stiffness:1||Lateral forces:1||Lateral loads:1||Lateral strength:1||Lightly reinforced concrete column:1||Limiting drift:1||Load carrying capacity:1||Load capacity:1||Loaddeformation response:1||Loading type:1||Longterm performance:1||Low cycle fatigue:1||MPA해석:1||Magnitude:1||Maximum considered earthquake:1||Mean:1||Microporous materials:1||Mild steel:1||Modal response spectrum analysis:1||Model parameters:1||Modelling parameter:1||Moment connection:1||Moment frame:1||Moment frames:1||MonteCarlosimulation:1||Nonductile reinforced concrete building:1||Nonlinear  Response History  Analysis:1||Nonlinear Analytical Model:1||Nonlinear Response History Analysis:1||Nonlinear analysis:1||Nonlinear response:1||Normal pressure:1||Numerical Model:1||Numerical model:1||Numerical parameter:1||Old RC building:1||Older RC column:1||Optimization:1||PVA:1||PVA fibers:1||Panel Zone:1||Parameters:1||Particle swarm optimization:1||Path attenuation effect:1||Path effect:1||Peak groundmotion acceleration:1||Peakoriented Model:1||Perception Level:1||Perception Level(인지수준):1||Plastic Rotation Capacity of Connections:1||Plastic hinge:1||PlasticRotation:1||Plates:1||Point Source Model:1||Point source model:1||Polyurea:1||Post tension flat plate:1||Post tensioning:1||PostNorthridge WUFB 접합부:1||Precast coupling beam:1||Predictive equations:1||Probabilistic Seismic Hazard Analysis:1||Probability of Collapse:1||Punching Shear Failure:1||Punching failure:1||Punching shear failure:1||Pushover analysis:1||RBSB connection:1||RC moment frame:1||Random Variable:1||Reduced beam section connection:1||Reduced beam section connections:1||Reduced beam sections:1||Regression Analysis:1||Reinforced Concrete Flat Plate:1||Reinforced concrete (RC) beams:1||Reinforced concrete column:1||Reinforced concrete columns:1||Reliability Analysis:1||Repair:1||Response History Analysis:1||Response Spectrum:1||Response index:1||Response spectrum analysis:1||Rotation:1||Rotation  Capacity:1||Rotation Capacity of Connections:1||Rotational friction:1||SFRC:1||SMF:1||SRF composites:1||School structure:1||Seismic  design:1||Seismic  performance  evaluation:1||Seismic Behavior:1||Seismic Performance:1||Seismic collapse:1||

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