ScholarWorks@Hanyang University: Yu, Eun Jong

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Yu, Eun Jong (유은종)

COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)

Research Area: 건축구조, 전산구조해석, 구조최적화이론

Tel 02-2220-4311
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Finite element analysis:5||finite element analysis:4||유한요소해석:4||Hyperbolic paraboloid shell:4||고유진동수:3||seismic retrofit:3||LCVA:3||모드형상:3||TLCD:3||역량설계법:2||masonryinfilled frame:2||Steel intermediate moment frame:2||eccentrically braced frame:2||Seismic performance:2||Seismic performance evaluation:2||multiobjective optimization:2||Gabled shell:2||natural frequency:2||내진보강:2||finite element model updating:2||Serviceability:2||Membrane theory:2||frequency response function:2||capacity design:2||response surface method:2||Columntree connection:2||몬테카를로 시뮬레이션:2||concrete:2||SSM:2||편심가새골조:2||풍진동:2||staggered truss:2||Vibration:2||Seismic Performance Evaluation:2||Weak panel zone:2||Seismic design:2||system identification:2||Windinduced Vibration:2||스태거드트러스:2||Windinduced acceleration:2||Finite element modeling:2||Fullscale measurement:2||Inverted umbrella type shell:2||시스템식별:2||쌍곡포물선쉘:2||Natural Frequency:1||Nonlinear analysis:1||Nonlinear dynamic analysis:1||Outofplane design of masonry wall:1||Overturning of masonry wall:1||Panel Zone:1||Poor detail in column:1||Preliminary design for seismic retrofit:1||Pseudo strainhardening index:1||Pushover Analysis:1||Pushover analysis:1||Rectangular water tank with flexible boundary:1||Regional characteristics:1||Reinforced Concrete Frame:1||Resilience:1||Response Modification Factor:1||Seismic evaluation:1||Seismic fragility:1||Seismic fragility function:1||Seismic retrofit using hysteretic damper:1||Shaking Table Test:1||Shear failure:1||Shear strength:1||Shear strength of masonry:1||Shearwall:1||Sloshing effect:1||Socioeconomic factors:1||Soft story:1||Splice connection:1||Splice slip:1||Steel Intermediate Moment Frame:1||Structural analysis:1||Support Movement:1||System Identification:1||System identification:1||TOPSIS:1||Tall building:1||Timedependent Behavior:1||Transfer Functions:1||Tuned Mass Damper:1||Ultrahigh performance alkaliactivated concrete:1||Vibration Control:1||Wind tunnel test:1||Yield line method:1||accelerometers:1||active tuned mass damper:1||actuator:1||adaptive neurofuzzy inference system:1||ambient vibration measurement:1||anchorages:1||anchors &:1||artificial intelligence:1||bond:1||building:1||capacity spectrum method:1||carbonation resistance:1||climate change:1||construction stage analysis:1||contact length:1||creep:1||damage detection:1||data cleansing:1||data restoration:1||deep learning:1||deformation monitoring:1||dynamic testing:1||earthquake engineering:1||earthquakes:1||effect of a gap in masonry infill wall:1||effect of precision on masonry construction:1||equivalent strut:1||finite element modeling:1||forced vibration testing:1||fracture mode of masonry infilled wall:1||fullscale field measurement:1||gabled hypar:1||genetic algorithm:1||geometric nonlinear analysis:1||howe truss:1||hyperbolic paraboloid shell:1||illconditioning:1||infillframe interaction:1||infilled frame:1||lateral displacement:1||lattice dome:1||linear mass shaker:1||link overstrength:1||longterm analysis:1||masonry infill:1||masonry infilled wall:1||masonrytoframe strength ratio:1||membrane theory:1||mode shape:1||model updating:1||multiobjective optimization:1||noise reduction:1||performance based evaluation:1||performance level:1||performance point:1||plastic hinge:1||pratt truss:1||prediction:1||reinforcement:1||response simulation:1||satisfaction curve:1||seismic performance:1||shell buckling theory:1||shrinkage:1||strain hardening factor:1||structural analysis:1||structural health monitoring:1||tall building:1||vertical displacement:1||vibration:1||vibration control:1||vibration test:1||vibrations:1||vierendeel truss:1||warren truss:1||windinduced response:1||windinduced vibration:1||가진 실험:1||건조수축:1||구조해석:1||기하학적 비선형:1||내진성능:1||내진성능수준:1||내진성능평가:1||다목적 최적화:1||다목적최적화:1||동조질량감쇠기:1||래티스 돔:1||링크 초과강도:1||막이론:1||모서리보:1||모임지붕형쉘:1||미진동 계측:1||반응표면법:1||변형 모니터링:1||변형도경화계수:1||비렌딜트러스:1||비선형 정적해석:1||사용성:1||성능점:1||소성힌지:1||수직변위:1||쉘좌굴 이론:1||시간의존적 거동:1||시공단계 해석:1||시공단계해석:1||시스템 식별:1||역량스펙트럼법:1||역우산형쉘:1||예비평가:1||예측:1||와렌트러스:1||유전 알고리즘:1||유한요소 모델 수정:1||유한요소모델개선:1||유한요소모델개선기법:1||유한요소모델링:1||유효전단응력도:1||장기거동해석:1||전달함수:1||접촉길이:1||조적 채움벽체:1||조적채움벽:1||조적채움벽 골조:1||주파수 응답함수:1||직접적분법:1||진동대 실험:1||진동실험:1||진동제어:1||채움벽골조의 파괴모드:1||철근콘크리트 골조 구조물:1||철근콘크리트 기둥:1||크리프:1||크리프변형:1||프랫트러스:1||하우트러스:1||하중역추정:1||현장계측:1||2017 Pohang earthquake:1||횡변위:1||AEMM:1||Aging factor:1||Beam splice slip:1||Collapse probability:1||Columntree type beamcolumn connection:1||Concrete columns:1||Construction Stage Analysis:1||Construction stage analysis:1||Creep Deformation:1||Cyclic loads:1||Damper design:1||Deformation:1||Design of nonstructural masonry walls:1||Design seismic force:1||Earthquake loss estimation:1||Edge beams:1||Equivalent column model:1||Equivalent strut model:1||Estimate of seismic retrofit:1||Eurocode 6:1||FE model updating:1||FEMA 355F:1||FEMA P695:1||Fine aggregatetobinder ratio:1||Finite Element Model Updating:1||Finite element model:1||Horizontal torsion:1||Hybrid fiber reinforcement:1||Intermediate steel moment frame:1||Inverse Load Estimation:1||Ktruss:1||K형트러스:1||Largespan structures:1||Lowrise piloti building:1||Masonry Infill Walls:1||Masonryinfilled frame:1||Masonryinfilled wall:1||Mechanical properties:1||Metallic yield damper:1||Mode Shape:1||Moment coefficient:1||Momentslip model:1||Monte Carlo:1||Monte Carlo Simulation:1||

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