ScholarWorks@Hanyang University ERICA Campus: Noh, Sam Young

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Noh, Sam Young (노삼영)

ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)

Research Area: 구조역학

Tel 031-400-5182
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Progressive collapse:7||Structural robustness:6||연쇄붕괴:5||Natural frequency:4||Integrity Estimation:4||Slip:4||지하벽체:4||Crack Width:4||Basement Wall:4||균열폭:4||CIP 공법:4||Bond Stress:4||구조 강건성:4||에너지 기반 근사해석:4||Bond stressslip relationship:3||Environmental Condition:3||WUFB connection:3||부착응력:3||슬립:3||Deflection:3||CIP System:3||Corrosion Model:3||인장증강효과:3||Ductility:3||Tension stiffening effect:3||Crack width:3||Carbonation:3||Uniwall 공법:3||Nondestructive Test(NDT):2||Untensioned Strand:2||Energybased approximate analysis:2||Nonlinear FEmethod:2||Column Widthspan Ratio:2||Damage index:2||Retaining wall:2||Progressive Collapse:2||Cooling tower:2||Damage by Durability:2||건전도 평가:2||Struttie Model:2||Global damage indicator:2||Untensioned wire strand:2||PC Beamcolumn Joint:2||PC beamcolumn joint:2||Uniwall System:2||PC 보기둥 접합부:2||RBS connection:2||CIP:2||Corrosion of Rebar:2||System Identification(SI):2||Mean bond stress:2||Heightspan Ratio:2||휨 성능:2||WUFB 접합부:2||부식모델:2||WCPF connection:2||기둥폭경간비:2||깊은보 설계:2||철근콘크리트 보:2||Time History Analysis:2||환경조건:2||탄산화:2||높이경간비:2||Ambient Vibration:2||Sensitivity:2||Deep Beam Design:2||Shear strength:2||Bond StressSlip Relationship:2||Flexural capacity:2||비인장 강연선:2||Spatial Structures:2||Nondestructive Evaluation(NDE):2||스트럿타이 모델:2||Spectral Element Method:2||Momentdeflection Curve:1||Natural draught cooling tower:1||Natural frequency analysis:1||NonPrestressed Strand:1||Nonlinear FEanalysis:1||Nonlinear analysis:1||Nonlinear static analysis:1||Numerical Analysis:1||Open Housing:1||PM Interaction Curve:1||Path of vibration transmission:1||Period Reducing:1||Permanent Uniwall system:1||Permanent uniwall system:1||Pile:1||Plain concrete:1||Plastic Analysis:1||Plastic Design:1||Plastic hinge:1||PullOut Test:1||Pullout test:1||RBS 접합부:1||Recontact Strain:1||Reinforced Concrete Beam:1||Reinforced Concrete Simple Beams:1||Reinforced concrete structures:1||Resistance performance of progressive collapse:1||Rib:1||Section analysis:1||Shear Force in Plain Concrete Cross Section:1||Shear test:1||Shortterm Deflection:1||Special casing section:1||Spring device:1||Steel structures:1||Stiffness reinforcing beam:1||Strain Energy:1||Structural sensitivity:1||Structure Model:1||Struttie model:1||Subassemblage Structure Model:1||Subassembly Structure Model:1||Subassembly structure model:1||Substitute Column:1||Substituted columns and beams:1||System Form:1||Tension Stiffening:1||Tension Stiffening Effect:1||Tensionstiffening Effect:1||Transient Catenary Stage:1||Truss Deck:1||Twoshell geometry:1||UniWall System:1||UniWall 공법:1||Uniwall Method:1||Uniwall method:1||Untensioned Wire Strand:1||Untensioned strand:1||WCPF 접합부:1||abnormal loads:1||concrete foundation:1||connection system:1||divided arc plate:1||energybased approximate analysis:1||global damage indicator:1||hyperbolic shell geometry:1||natural draught cooling tower:1||natural frequency analysis:1||nonlinear FEanalysis:1||progressive collapse:1||rahmen structure:1||retaining wall:1||seismic connection detail:1||shear friction:1||steel pile:1||structural robustness:1||structural sensitivity:1||sudden column removal:1||uniwall method:1||wallfloor joint:1||강관 파일:1||강구조:1||강구조 접합부:1||건축용 프리캐스트 콘크리트:1||경선방정식:1||경제성:1||경제성 분석:1||고강도 구조보강재:1||고유진동수:1||공기단축:1||구조 민감성:1||구조계 식별:1||구조모델:1||국부좌:1||균열요소:1||균열철근응력:1||내구손상:1||냉각탑:1||단기 처짐:1||단면설계:1||대공간구조:1||디자인 자유도:1||라멘구조:1||리브:1||모멘트처짐 곡선:1||모상용접:1||무근콘크리트 단면 전단력:1||민감도:1||바닥충격음:1||반복가력:1||변형능력:1||변형에너지:1||부분골조모델:1||부착미끄럼:1||부착미끌림 관계:1||부착응력미끌림 관계:1||부착응력슬립관계:1||분할 원호판:1||붕괴메커니즘:1||비긴장강연선:1||비선형 정적해석:1||비인장강연선:1||비파괴 검사:1||비파괴검사:1||상부 층 영향:1||소성설계:1||소성해석:1||손상율:1||손상지표:1||손상추정:1||스펙트럴요소법:1||스프링장치:1||시간이력해석:1||시공성:1||시스템 폼:1||1D model:1||에너지기반 근사해석:1||연성:1||연쇄붕괴 저항성능:1||오픈하우징 공법:1||원형강관 가새:1||유한요소해석:1||인발실험:1||인장증강:1||자연진동:1||전과정 평가(LCA):1||전소성모멘트:1||접촉 변형률:1||접합부:1||접합부 시스템:1||정착길이:1||중간모멘트골조:1||중량충격원:1||처짐:1||철골철근콘크리트:1||철근부식:1||축력모멘트 상관도:1||커버플레이트:1||트러스 데크:1||파괴조건:1||평균부착응력:1||하이퍼볼릭 쉘:1||하프 PC 보:1||합성슬래브:1||현수작용:1||현수작용 과도단계:1||확대기초:1||효용성 분석:1||에너지 소비량:1||1shell geometry:1||Alternated Path Method:1||Alternative path method:1||Analysis and computation:1||Anchorage length:1||Architectural Precast Concrete:1||Average bond stress:1||Bond stress slip relationship:1||Bondslip Relationship. Crack Element:1||Buildings:1||CIP Method:1||CO₂ exhaust quantity:1||CO₂ 배출량:1||Castinplace:1||Catenary Action:1||Circular tube brace:1||Collapse Mechanism:1||Column loss:1||Column widthspan ratio:1||ColumnTree Connection:1||ColumnTree 접합부:1||Combined section:1||Composite slab:1||Concrete strength:1||Connection:1||Connection of Steel Structures:1||Constructability:1||Cooling Tower:1||Cover plate:1||Cracking Reinforcement Stress:1||CrossSectional Design:1||Cyclic Loading:1||Damage Detection:1||Damage Indicator:1||Damage Ratio:1||Deep beam design:1||Deformation capacity:1||Degree of Freedom on the Design:1||Development Length:1||Disproportionate collapse:1||Economical Analysis:1||Economics:1||Efficiency Analysis:1||Energy based approximate analysis:1||Energy consumption quantity:1||Energybased Approximate Analysis:1||Energybased staticapproximate analysis:1||Equivalent energybased approximate analysis:1||Equivalent energybased static analysis:1||External modal energy:1||Fillet Weld:1||Finiteelement method:1||Flexural Capacity:1||Flexural Performance:1||Floor Impact Noise:1||Fractural Condition:1||Fully Plastic Moment:1||Generator:1||Half PC beam:1||HalfPC Beam:1||Heavy Impact Source:1||Heavy weight impact source:1||Heightspan ratio:1||High Strength Structural Reinforcement:1||Hyperbolic shell:1||Hyperbolic shell geometry:1||Influence of Upper Stories:1||Intermediate Moment Resisting Frame:1||Intermediate moment frames:1||Local bucklin:1||Modal contribution factor:1||Mode shape:1||Moment frames:1||

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