ScholarWorks@Hanyang University: Choi, Chang Sik

Detailed Information

Choi, Chang Sik (최창식)

COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)

Research Area

Tel 02-2220-2371
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

강섬유:12||Shear strength:12||전단벽:10||보기둥 접합부:10||유한요소해석:8||Steel Fiber:8||Shear wall:7||shear wall:7||Remodeling:6||한국건축기준:6||도넛형 이방향 중공슬래브:6||연결보:6||전단강도:6||섬유보강콘크리트:6||Fiber reinforced concrete:5||내진보강:5||Floor system:5||Finite element analysis:5||Hollow slab:5||Engineered cementitious composite:4||Opening:4||Concrete:4||Donut type biaxial hollow slab:4||Donut type hollow sphere:4||Steel fiber:4||steel fiber:4||콘크리트:4||axial load:4||Reinforced concrete:4||Steel plate connection:4||철근콘크리트:4||뚫림전단:4||내부피복두께:4||리모델링:3||바닥 구조 시스템:3||UHPC:3||Flexural retrofit:3||Beamtocolumn:3||확대머리철근:3||강섬유 보강 콘크리트:3||Reinforcement ratio:3||데크플레이트:3||reinforced concrete:3||휨 보강:3||Seismic performance:3||중공슬래브:3||중공 형성체:3||Concrete Beam:3||부착강도:3||개구부:3||stiffness reduction:3||쪼갬인장강도:3||deck plate:3||deflection:3||Flat plate slab:3||외부 보기둥 접합부:3||철근콘크리트 골조:3||shear strength:3||마찰댐퍼:3||FEM:3||Coupler:3||수직분할:3||bond strength:3||수직증축:3||bond stress distribution:3||이방향 중공 슬래브:3||Dispersion:3||부착응력슬립:3||Vertical extension:3||부착응력분포:3||커플러:3||콘크리트 보:3||vertical division:3||탄성계수:3||내진성능:3||압축강도:3||하이브리드 연결부:3||내화성능:3||Punching shear:3||Flexural Strength:2||Inner cover thickness:2||ductility:2||Steel Fiber Reinforced Concrete:2||고인성 시멘트 복합체:2||초고강도콘크리트:2||engineered cementitious composite:2||초고성능콘크리트:2||BIM:2||exterior beamcolumn joint:2||Steel fiber reinforced concrete:2||finite element analysis:2||Internal Hshape steel frame:2||축하중:2||Bond strength:2||flexural performance:2||기계적 특성:2||커튼월:2||컨택 모델:2||flexural retrofit:2||콘크리트 손상 소성모델:2||flexural strength:2||Steel plate:2||내부 H형강 프레임:2||Punching Shear:2||내진설계:2||프리캐스트 콘크리트:2||플라이 애쉬:2||플랫 플레이트:2||headed bar:2||Compressive Strength:2||Strengthening Effect:2||Contact model:2||합성섬유:2||해외건설:2||ECC:2||Korean Building Code:2||혼입률:2||데크슬래브:2||확산전략:2||회기분석:2||휨 거동:2||Cyclic Behavior:2||휨강도:2||Synthetic fiber:2||휨인장강도:2||Labspliced:2||리브:2||Tensile strength:2||BSI:2||Flexural test:2||Cyclic load test:2||ACI374:2||Fly Ash:2||반복하중:2||opening:2||Lattice:2||변형기여분:2||Reinforced concrete frame:2||Ecocement:2||Ultrahigh performance concrete:2||보강효과:2||Ultrahigh strength concrete:2||regression analysis:2||Friction damper:2||removable fixing device:2||분류체계:2||Coupling Beam:2||비구조요소:2||Void slab:2||Void sphere:2||Voided slab:2||seismic performance:2||섬유보강 초고강도 콘크리트:2||shear reinforcement:2||GFRP rebar:2||Retrofitting:2||Beamcolumn connection:2||Concrete damaged plasticity model:2||Wastepaper:2||Welded wire truss:2||ACI 318R14:2||실험적 연구:2||Y type plate:2||Diagonal rebar:2||Y형 플레이트:2||steel coupling beams:2||Mechanical properties:2||에코시멘트:2||Graphene oxide:2||HSB800:2||연성:2||Seismic retrofit:2||온도분포:2||beamcolumn connection:2||stress analysis:2||위험단면:2||Biaxial Hollow Slab:2||Fiber Reinforced Concrete:2||Shear Strength:2||이력거동:2||High strength steel:2||이음길이:2||Finite Element Analysis:2||Shear reinforcement:2||Hollow Sphere:2||Shearwall:2||Biaxial hollow slab:2||Shotcrete:2||Finite element:2||connection:2||CFT Column:2||Coldformed steel:2||construction safety:2||접합부 전단보강:2||정착성능:2||Fire resistance performance:2||강섬유보강콘크리트:2||중공 데크플레이트:2||coupling beam:2||중공형성체:2||IBC:2||쪼갬 인장강도 시험:2||Splitting tensile test:2||Reactive Powder Concrete:1||Reactive powder concrete (RPC):1||Rebar splice:1||Reference Code:1||Rehabilitation:1||Reinforced Concrete Coupling Beam:1||Reinforced Concrete Frame:1||Reinforced concrete beam:1||Reinforced concrete structural wall:1||Reinforcement Ratio:1||Reinforcing Index:1||Relative rib area:1||Removal Process:1||Repair:1||Residual capacity:1||Retrofit:1||Rib Length:1||SMEs:1||Seismic:1||Seismic Design:1||Seismic Performance:1||Seismic Retrofit:1||Seismic design:1||Seismic loading:1||Selfhealing:1||Serverless IoT framework:1||Shear Behavior:1||Shear Reinforcement:1||Shear Strength Evaluation:1||Shear Wall:1||Shear performance:1||Shear wall with opening:1||Shearspan to depth ratio:1||Shearwalls:1||Shot concrete:1||Slabs:1||Slenderness ratio:1||Slope length:1||Spiral shear reinforcement:1||Splice Length:1||Splice performance evaluation:1||Splitting tensile strength:1||Sprayable engineered cementitious composite (ECC):1||Spread  Strategies:1||Spread Strategy:1||Square concretefilled steel tube column:1||Steel Frame:1||Steel fiber reinforced reactive pwder concrete(SFRPC):1||Steel fiber volume fraction:1||Stiffness:1||Strength:1||Strength enhancement:1||Stress Block:1||Stress block parameter:1||Stressstrain relation:1||Synergistic effect:1||Synthetic Fiber:1||Temperature distribution:1||Thermal Characteristics:1||Thermal distribution:1||Thermal properties:1||Throughplate:1||Time historyanalysis:1||Topdown method:1||Transverse reinforcing bar:1||Two dimensional grid:1||Ultra High Strength Concrete:1||Ultra high performance concrete design recommendation:1||UltraHigh Strength Concrete:1||Unbalanced Moment:1||Unreinforced masonry (URM):1||Unreinforced masonry wall:1||Vertical division:1||Vertically Divided:1||Void deck plate:1||Volume fraction:1||Volumetric strain:1||Wall:1||Wall Friction Damper:1||Wall end retrofit:1||Wickström’s method:1||Young&apos:1||anchorage methods:1||apartment building:1||aspect ratio:1||average bond stress:1||axial compression:1||axial laod:1||beamcolumn joint:1||beamtocolumn joint:1||beamtocolumn subassemblies:1||biaxial hollow slabs:1||bond stress:1||bond stressslip:1||bondslip:1||bondstressslip:1||boundary element:1||building simulation:1||buildings:1||carbon fiber reinforced polymer sheets:1||classification scheme:1||column’s length:1||compression:1||compressive stress:1||concrete:1||concrete strength:1||concrete structures:1||construction load:1||construction management system:1||contribution of deformation components:1||coupling slab:1||critical section:1||deformation capacity of coupling element:1||deformation components:1||depth of compression zone:1||design recommendations:1||direct pull out test:1||effective anchorage length:1||elastic modulus:1||experimental investigation and load distribution:1||exterior beam column joins:1||fiber contents:1||flat plate:1||flexural member:1||flexural strength ratio:1||flexure strength:1||floor system:1||high strength steel:1||hoop:1||hybrid connectin:1||hybrid connection:1||hybrid sheets:1||indoor air quality:1||indoor construction:1||inner cover thickness:1||joint shear reinforcement:1||limestone filler:1||macrosynthetic fiber:1||magnesium sulfate:1||maximum crack spacing:1||nanomaterial:1||natural ventilation:1||nonlinear finite element analysis:1||occupant behavior:1||oneway void slab:1||openingwall area ratio:1||performance evaluation:1||plates:1||posttensioned:1||precast:1||precast concrete:1||pullout test:1||rehabilitation:1||reinforced concrete coupling beam:1||reinforced coupling beam:1||reinforcement:1||remodeling:1||retrofit:1||rib:1||router:1||s Modulus:1||seismic evaluation:1||shear connector:1||shear strength reduction factor:1||sideface blowout:1||slab:1||slab &:1||slab depth:1||sodium sulfate:1||splitting strength:1||splitting tensile strength:1||square concretefilled steel tubes:1||steel bar:1||steel deck:1||steel fiber reinforced concrete:1||steel fiber reinforced reactive powder concrete (SFRPC):1||steel fiber reinforced ultra high strength concrete:1||steel fiber reinforced ultrahigh strength concrete:1||steel frame construction:1||strain corresponding to peak stress:1||strength evaluation:1||stressstrain model:1||structures and design:1||stud:1||sulfate attack:1||surfacetosurface contact model:1||surfacetosurface 접촉 모델:1||thaumasite:1||thermal comfort:1||transfer slab:1||transfer system:1||transverse reinforcement:1||twoway flexural behavior:1||ultrahigh strength concrete:1||ultrahighperformance fiberreinforced concrete:1||unreinforced masonry(URM) wall:1||vertical reinforcement ratio:1||void deck plate:1||void sphere:1||voided slab:1||volume fraction:1||wall retrofit:1||wide beam:1||window control:1||강도:1||강봉:1||강섬유보강 초고강도 콘크리트:1||강성:1||강성저감:1||개구부면적 비:1||개발도상국:1||거푸집 공법:1||건설산업:1||건조수축:1||겹침이음:1||경감대책:1||경사길이:1||고강도 강재:1||고강도 철근콘크리트 기둥:1||고강도 콘크리트:1||골조거동:1||공동주택:1||공동주택 전단벽 휨보강 수직증축 리모델링:1||공사원가:1||구속효과:1||국부 평탄화:1||균열저항성능:1||기계식 이음:1||기계적 이음:1||기계적정착:1||기둥의 길이:1||기후변화:1||나노재료:1||내부 조임쇠:1||내진성능평가:1||내화구조성능 평가:1||넓은 보:1||단부보강:1||대각보강근:1||대구경 철근:1||대구경 확대머리철근:1||대기행렬:1||도넛형 이방향 중공 슬래브:1||뚫림전단 강도:1||래티스:1||마디면적비:1||마찰형댐퍼:1||매크로 섬유:1||매크로 합성섬유:1||매크로섬유:1||매크로합성섬유:1||무량판 슬래브:1||반복하중 실험:1||반응성 분체 콘크리트:1||벽체형 마찰댐퍼:1||변형능력:1||병렬전단벽:1||보강:1||보강비:1||보강지수:1||보통모멘트골조:1||부착 강도:1||부착 특성:1||부착미끌림:1||부착응력:1||부착응력 분포:1||부착응력변형률 모델:1||부착응력슬립 관계:1||부착특성:1||분리형 고정장치:1||불균형모멘트:1||비보강 조적벽체:1||비선형 유한요소해석:1||빌딩정보모델:1||상세완화:1||섬유복합체:1||성과:1||성능 평가:1||성능평가:1||세장비:1||숏크리트:1||스터드:1||슬래브:1||슬래브 두께:1||시간이력해석:1||시공 안전성:1||아파트:1||압축:1||압축대 깊이:1||압축력:1||압축응력:1||역타공법:1||연결 부재의 변형 능력:1||연결 슬래브:1||연결부재:1||열 흐름:1||열적 특성:1||외다이아프램:1||외다이어프램:1||외부 보기둥접합부:1||외부 접합부:1||원형 CFT:1||유리섬유보강근:1||유한요소 해석:1||유효 면적:1||유효부착길이:1||응력 블록:1||응력 해석:1||이방향 중공슬래브:1||이음:1||이음설계기준:1||이음성능평가:1||인명피해:1||일축인장:1||잔류성능:1||전단:1||전단 강도:1||전단 강도 저감율:1||1방향 중공슬래브:1||전단강도 평가:1||전단거동:1||전단보강:1||전단보강근:1||전단보강체:1||전단연결재:1||전이슬래브:1||전이시스템:1||접합부:1||정착상세:1||좌굴:1||주택유형:1||중공 슬래브:1||직접 뽑힘 실험:1||직접노무비:1||참고기준:1||처짐:1||철골 연결보:1||철골연결재:1||철골프레임:1||철근기계이음:1||철근이음:1||철근콘크리트 연결보:1||철근콘크리트골조:1||철근콘크리트기둥:1||철선트러스:1||초고강도 콘크리트:1||초고성능 콘크리트:1||초고성능콘크리트 구조설계지침:1||초기 재령:1||초기 휨 강성:1||최대강도시 변형률:1||최대균열간격:1||축력:1||충전형 합성기둥:1||측면파열파괴:1||층간변위:1||콘크리트 강도:1||콘크리트 충전 강관 기둥:1||콘크리트 충전강관기둥:1||콘크리트 측압:1||콘크리트충전 강관기둥:1||탄소섬유쉬트:1||평균부착응력:1||폐지:1||포스트텐션:1||폭염:1||플랫 플레이트 슬래브:1||피복두께:1||하이브리드쉬트:1||하중조건:1||합성 섬유:1||합성보:1||해체:1||형상계수:1||형상비:1||확산 전략:1||횡보강근:1||휨 성능:1||휨강도비:1||휨부재:1||전단 거동:1||Anchorage Capacity:1||Anchorage capacity:1||Apartment:1||Aramid sheet:1||Axial compression:1||BIM Labor:1||BIM인력:1||BLEbased IoT device:1||Barbell or rectangular cross section:1||Beam:1||BeamColumn Connection:1||BeamColumn Joint:1||BeamColumn Joints:1||BeamtoColumn:1||Bolt bearing:1||Bolt modeling:1||Bolt slip:1||Bolt slipbearing:1||Bolted joint:1||Bond Properties:1||Bond Stress Distribution:1||Bond StressSlip:1||Bond characteristics:1||Bond stress:1||Bond stressslip relationship:1||Bond stressstrain model:1||Boundary element:1||Buckling:1||CFS:1||CFT:1||CFT column:1||CFT 기둥:1||CFT기둥:1||Carbon Fiber Mesh (CFM):1||Carbon fiber sheet:1||Carbon nanotube:1||Castinplace:1||Circular CFT:1||Classification Scheme:1||Clips:1||Composite Beam:1||Composite structures:1||Compressive strength:1||Compressive strength of concrete:1||Concrete beam:1||Concrete filled steel Tube column:1||Concrete filled tubular column:1||Concrete lateral Pressure:1||Concrete product:1||Concretefilled steel squaretubes:1||Connection:1||Connector:1||Construction Industry:1||Construction cost:1||Contribution of Deformation Components:1||Control perimeter:1||Coupled Shear Wall:1||Coupling Beams:1||Coupling Element:1||Coupling beam:1||Coupling effect:1||Coupling elements:1||Cover thickness:1||Crack:1||Crack behavior:1||Crackfree Concrete:1||Cracking Resistance Performance:1||Critical section:1||Curtain Wall:1||Curtain wall:1||Cyclic Loading:1||Cyclic loading:1||Deck plate:1||Deck slab:1||Deckslab:1||Deformability:1||Design shear strength:1||Detail Simplification:1||Developing Country:1||Diagonal wall reinforcements:1||Direct labor cost:1||Donut Type Biaxial Hollow Slab:1||Donut type Biaxial Hollow Slab:1||Donut type Biaxial Hollow slab:1||Drying Shrinkage:1||Ductile:1||Ductility:1||Durability:1||ECC(engineered cementitious composites):1||Earlyage:1||Earthquake Reinforcement:1||Earthquakeresistant performance:1||Effective area:1||Engineered Cementitious Composite:1||Experimental Study:1||Experimental investigation:1||Experimental study:1||Exterior BeamColumn Joint:1||Exterior Connection:1||External Diaphragm:1||External beamcolumn joint:1||FRP보강:1||Fibre/matrix bond:1||Finite Element Method:1||Finite element method:1||Fire Resistance Performance:1||Flat Plate:1||Flexural Behavior:1||Flexural and shear interaction:1||Flexural behavior:1||Flexural capacity:1||Flexural design:1||Flexural performance:1||Flexural retrofitting:1||Flexural strength:1||Floor System:1||Floor displacement:1||Formwork system:1||Friction Damper:1||Functionalized carbon nanotube:1||GFRP Rebar:1||GFRP Reinforcing Bar:1||GFRP bar:1||GFRP reinforcing Bar:1||GFRP reinforcing bar:1||GFRP rinforcing bar:1||GFRP 보강근:1||GFRP보강근:1||Headed bar:1||Heat flow:1||High Strength Concrete:1||High Strength Reinforced Concrete Columns:1||High strength concrete:1||Highperformance materials:1||Hollow sphere:1||Hybrid:1||Hybrid Connectin:1||Hybrid coupled shearwalls:1||Hybrid sheet:1||Hydration:1||Infilled frame:1||Influence factors:1||Initial Flexural Stiffness:1||Inner Cover Thickness:1||Interface shear strength:1||Internal fasteners:1||Joint Shear Reinforcement:1||Korea Building Code:1||Korean  Building  Code:1||Korean building Code:1||Korean building code:1||Labspliced length:1||Lap Splice Length:1||Lap spliced length:1||Lapsplice:1||Lapsplice length design standard:1||Large diameter steel bar:1||Load redistribution:1||Loading condition:1||Local flattening:1||Lowrise shear walls:1||MDF(micro defect free):1||Macro Fiber:1||Macro fiber:1||Macrosynthetic fiber:1||Marcro Synthetic fiber:1||Mechanical Joint of rebar:1||Mechanical Properties:1||Mechanical Splice:1||Mechanical property:1||Mechanical splicing:1||Mechanical testing:1||Moment curvature analysis:1||Mortar:1||Multifamily housing:1||Nanosilica:1||Nanomaterials:1||Nonstructural Element:1||Nonstructural element:1||Numerical simulation:1||Old apartment building:1||Opening shape:1||Openings:1||Optimized embedded length:1||Ordinary Moment Frame:1||Out type diaphragm:1||Outspread Strategy:1||Overseas Construction:1||Overseas construction:1||PPS공법:1||Paper containing:1||Performance:1||Postinstalled rebar:1||Precast Concrete:1||Precast concrete:1||Prestressing:1||Punching Shear Strength:1||Punching shear capacity:1||Punching shear strength:1||Queue Waiting Line:1||RC Frame:1||RSSI:1||

STATISTICS: Total View :5,044,989; Today View :707

RSS_1.0 RSS_2.0 ATOM_1.0

222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1365

Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.

Detailed Information

Keyword

BROWSE