ScholarWorks@Gyeongsang National University: Yoo, Suk Hyeong

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Yoo, Suk Hyeong (유석형)

공과대학 (건축공학부)

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Spalling:8||Highstrength concrete:7||Polypropylene fiber:7||Fire resistance:6||Integrity Estimation:4||고강도 콘크리트:4||모드형상:3||고유진동수:3||Fire Resistance:3||폭렬:3||폴리프로필렌 섬유:3||Finite element method:3||SlabColumn Connection:2||Nondestructive Test(NDT):2||Damage detection:2||Degree of Stiffness Contribution:2||Ambient Vibration:2||에너지소산계수:2||영구단열거푸집:2||Spalling analysis:2||Bond stiffness:2||Interaction of Each Wall Element:2||Bond strength:2||Structural Elements:2||Corrosion:2||Lateral Displacement Control:2||Permanent Insulation Form:2||System Identification(SI):2||Tall Building:2||내진성능평가:2||내화:2||전단형 건물:2||내화성능:2||Corrosion of Rebar:2||Unbalanced Moment Strength:2||ECC:2||Polypropylene Fiber:2||모드해석:2||철근콘크리트 벽체:2||Bending Vibration:2||Column Aspect Ratio:2||Reinforced concrete wall:2||Flat Plate:2||High Strength Concrete:2||Modal analysis:2||Seismic performance evaluation:2||Mode shape:2||HighStrength Concrete:2||Shear Vibration:2||Shear WallOutrigger System:2||Shear building:2||Natural Requency:2||Natural frequency:2||Damage by Durability:2||Nondestructive Evaluation(NDE):2||건전도 평가:2||소규모주택:2||손상검출:2||Piloti seismic retrofit:1||Pine leaf powder:1||Polypropylene:1||Purpose:1||Pushover analysis:1||Regression Analysis:1||Reliability Analysis:1||Research Fields:1||Safeties:1||Seismic design:1||Seismic fragility:1||SemiIncombustible insulating board:1||Shaking table test:1||Shear deformation:1||Shear stiffness of frame:1||Shear wallframe system:1||Silica fume:1||Small House:1||Smaller House:1||Smart City:1||Space Facilities:1||Squat wall:1||Statistical Characterization:1||Stiffness ratio:1||Stiffness strengthening:1||Structural Safety:1||Structural analysis:1||Survey:1||Ufactor:1||Upperwalled lower frame structure:1||Urban Life Housing:1||Vermiculite:1||Vermiculite Board:1||Wavelet Transformation:1||coupling beam:1||cyclic behavior:1||damage detection:1||energy dissipation coefficient:1||hysteretic behavior:1||mode shape:1||natural frequency:1||nonlinear analysis:1||nonlinear time history analysis:1||pinching:1||shear building:1||stress development delay:1||강성기여도:1||강성보강:1||강성비:1||개구부:1||개선된 일계이차모멘트법:1||건설 프로세스:1||고강도콘크리트:1||고유주기:1||고유주기 산정식:1||고유치 해석:1||고인성 시멘트 복합체:1||골조의 전단강성:1||공간시설:1||공간환경:1||공동주택:1||구조계 식별:1||구조안전성:1||구조요소:1||구조해석:1||근사해석:1||기둥 형상비:1||내구손상:1||내진설계:1||다세대주택:1||단열:1||도시형 생활주택:1||동적응답신호:1||등하중선:1||베이지안법:1||벽요소의 조합상관관계:1||변위:1||변위제어 능력:1||부식:1||부착강도:1||부착강성:1||불균형 모멘트 강도:1||비선형 정적해석:1||비선형 해석:1||비선형시간이력해석:1||비선형해석모델:1||비탄성 전단:1||비파괴 검사:1||비파괴검사:1||상부벽식하부골조 구조:1||설계프로세스:1||설문조사:1||섬유요소모델:1||성능기반 내진설계:1||성능기반설계:1||손상추정:1||손상탐지:1||수치해석:1||슬래브기둥 접합부:1||시공 프로세스:1||신뢰성해석:1||실물실험:1||에너지소산능력:1||웨이블렛:1||유한요소법:1||유한요소해석:1||응력발현지연:1||이력거동:1||이력거동모델:1||이중곡률 벽체:1||자연진동:1||저형상비 벽체:1||전단 진동:1||전단벽골조 시스템:1||전단벽아웃리거 시스템:1||전단변형:1||전단형 건물행태:1||증분동적해석:1||지진취약도:1||진동대 실험:1||집중소성힌지모델:1||철골 끼움가새골조:1||철근부식:1||초고층건물:1||통계적 특성:1||파괴면:1||포락선:1||폭렬해석:1||푸쉬오버 해석:1||플랫 플레이트:1||핀칭:1||필로티 내진보강:1||회귀분석:1||2축휨:1||휨 진동:1||AFOSM:1||Apartment House:1||Approximate analysis:1||Bayesian Method:1||Biaxial Bending:1||Buildings:1||Concentrated plastic hinge model:1||Construction Environment:1||Construction process:1||Damage Dectection:1||Damage Detection:1||Design Process:1||Diagnostics:1||Displacement:1||Doublecurvature wall:1||Dynamic Response Signal:1||Eigenvalue analysis:1||Energy dissipation capacity:1||Energy dissipation coefficient:1||Energy dissipation factor:1||Engineered Cementitious Composite:1||Envelope curve:1||Environment of Space:1||Explosive Spalling:1||Failure Surface:1||Fiber:1||Fiber element model:1||Fire:1||Fire Resistance Test:1||Hysteretic behavior model:1||Incremental dynamic analysis:1||Inelastic shear:1||Infilled steel frame with brace:1||Insulation:1||Knee Brace:1||Knee brace:1||Light Frame Wood Structures:1||Light weight fine aggregate:1||Lightweight mortar:1||Load Contour:1||MetaAnalysis:1||Methods:1||Mineral Loose Wool:1||Mineral loose wool:1||Mockup test:1||Monitoring:1||Multiplex House:1||Natural period formula:1||Nonlinear analysis model:1||Nonlinear static analysis:1||Nonlinear time history analysis:1||Numerical Analysis:1||Openings:1||PVA:1||Performance based Seismic design:1||Performancebased design:1||Perlite:1||

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