CAU Scholar's Space: Shim, Chang Su

Detailed Information

Shim, Chang Su (심창수)

공과대학 (건설환경플랜트공학)

Research Area

Tel 02-820-5895
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

shear strength:6||Seismic performance:5||precast deck:5||ultimate strength:5||Corrosion:4||energy absorption:4||aluminum foam:4||displacement ductility:4||pushout test:4||shear connection:4||loop joint:3||시공성:3||BIM:3||large stud:3||휨강도:3||Flexural strength:3||blast:3||fatigue endurance:3||Connection:3||ductility:3||변위연성도:3||균열폭:3||static test:3||Crack width:3||Prestressed concrete bridge:3||strength:3||Maintenance:3||flexural strength:2||반두께바닥판:2||Ductility:2||Prefabrication:2||Constructability:2||continuous composite beam:2||partial composite beam:2||high strength concrete:2||Strength:2||corrosion:2||crack width:2||bridges:2||cracking:2||휨강성:2||transverse prestressing:2||에너지소산능력:2||cablestayed bridge:2||DfMA:2||Surrogate model:2||Assessment:2||Energy absorption capacity:2||Quasistatic test:2||Transmitted pressure:2||CFT:2||Ultimate strength:2||전단강도:2||전단강성:2||Displacement ductility:2||quasistatic test:2||내진성능:2||조립식 교각:2||대직경 스터드 전단연결재:2||준정적 실험:2||composite truss bridge:2||Precast bridge pier:2||Large stud shear connector:2||section loss:2||Composite column:2||seismic performance:2||bent stud:2||modular bridge pier:2||flexural stiffness:2||Hshape structural steel:1||Halfdepth panel:1||Halfdepth panels:1||Highspeed railway bridge:1||Hololens:1||H형강:1||Image based modeling and rendering:1||Inspection:1||Integrated BIM and mixed reality:1||Knowledge:1||Level3 BIM:1||Longitudinal prestress:1||Loop connection:1||Loop joint:1||Lying stud:1||Master digital model:1||Mechanical characteristics:1||Mechanical property:1||Mixed reality:1||Mixed stud:1||Modular:1||Modular bridge:1||Monte Carlo simulation:1||Multilayered foam:1||Near fault motion:1||Negative moment region:1||Nonlinear Behavior:1||PI diagram:1||Parametric model:1||Partially unbonded:1||Performance prediction:1||Permanent formwork:1||Piercap:1||Posttension:1||Posttensioned precast bridge pier:1||Pretension:1||Precast:1||Precast arch:1||Precast composite column:1||Precast concrete:1||Precast prestressed concrete bridge pier:1||Prefabricated Bridge:1||Pressure mitigation:1||Prestress:1||Prestress force:1||Prestressed concrete girder:1||Prestressing steel:1||Probabilistic analysis:1||Probabilistic prediction:1||SN curve:1||SN곡선:1||SHPB test:1||Sacrificial foam:1||Sacrificial member:1||Scaled Distance:1||Section loss:1||Seismic behavior:1||Seismic behaviour:1||Serviceability:1||Shaking table test:1||Shear forces:1||Strain compatibility method:1||Structural capacity:1||Studs:1||Subway:1||Suspension bridge:1||Tendon:1||Tolerance:1||Transverse joint:1||Twin girder:1||Wire fracture:1||air gun test:1||analysis:1||bar shear connector:1||bearing failure:1||bias factor:1||blast door:1||bond:1||bonded prestressing steel:1||bonding:1||bracing:1||bridge maintenance:1||bridge management system:1||buckling restrained bracing:1||building information modelling:1||circular tube:1||coefficient of variation:1||collaboration:1||columns:1||combined load:1||composite action:1||composite bridge:1||composite column:1||composite joint:1||composite panel:1||composite pier cap:1||composite structures:1||composte structures:1||concrete bridge:1||concrete encased composite column:1||concrete filled circular hollow steel section:1||concrete filled tube:1||concrete structure:1||concrete structures:1||confinement:1||constructability:1||construction:1||continuous composite boxgirder bridge:1||continuous composite bridge:1||continuous twingirder bridge:1||crack width control:1||cyclic behavior:1||cyclic test:1||data schema:1||datadriven:1||datadriven design:1||deterioration:1||digital fabrication:1||digital mockup:1||digital twin:1||double composite:1||double composite section:1||ductility(a) Reduction factor for bedding height(d) Empirical equation:1||efective width:1||energy absorption capacity:1||energy dissipation:1||energy dissipation capacity:1||engineering system:1||explicit analysis:1||external prestressing:1||farfault ground motion:1||fatigue behavior:1||fivedimensional construction management:1||flexure shear test:1||fourdimensional scheduling:1||fulldepth precast deck:1||geometric control:1||geometry control:1||group stud connectors:1||highfiber reinforced cementitious composite:1||horizontal bond strength:1||horizontal shear load redistribution:1||horseshoe connector:1||hotspot stress:1||image processing:1||incremental prestress:1||inelastic behaviour:1||information delivery:1||information model:1||information technology:1||interaction:1||internal strand:1||interoperability:1||joint structure:1||l oadslip curve:1||lapspliced:1||large stud shear connector:1||laser scanning:1||loadslip curve:1||longitudinal prestr:1||longitudinal prestress:1||lying stud:1||master digital model:1||master model:1||material strength of construction site:1||minimum reinforcement:1||mitigation:1||mixed stud:1||modular bridge pier cap:1||modular pier:1||near fault ground motion:1||nearfault ground motion:1||neutral schema:1||nonlinear analysis:1||nonlinear analysis:1||parametric analyses:1||parametric modeling:1||parametric modelling:1||partially unbonded tendon:1||perforated Ibeams:1||preassembly:1||precast:1||precast bridge piers:1||precast column:1||precast panel system:1||precast pier:1||precast prestressed concrete bridge pier:1||precast systems:1||prefabricated bridge pier:1||prefabricated composite hollow slab:1||prefabricated slab:1||prefabricated slabs:1||preflex:1||prestress:1||prestressed concrete beam:1||prestressed concrete bridge:1||prestressed concrete bridges:1||prestressing steel:1||protective structure:1||protective system:1||pseudodynamic:1||pullout strength:1||pushofftest:1||quality:1||quasi static:1||reliabilitybased design:1||repair:1||residual slip:1||sacrificial cladding:1||seismic engineering:1||shake table:1||shaking table test:1||shear failure:1||shear key:1||shear stiffness:1||shear stifnes:1||shear stifness:1||simple plastic analysis:1||spliting strength:1||statistical properties of material:1||steel encased composite column:1||steel skin:1||strain rate:1||strength & testing of materials:1||stress concentration:1||stud cluster:1||stud spacing:1||surface condition:1||suspension bridge:1||tension stiffening:1||threedimensional information model:1||transverse joint:1||transverse reinforcement:1||tubular girder:1||ultimate flexural strength:1||ultimate shear strength:1||ultimate slip:1||uniform distribution:1||각강 전단연결재:1||강도:1||강재 매입형 합성기둥:1||강재매입형 합성교각:1||격점부:1||겹침이음:1||구속:1||균열제어:1||균열폭 제어:1||그룹스터드:1||극한강도:1||극한휨강도:1||근거리 폭발:1||근단층지반 운동:1||근단층지반운동:1||내하력:1||대직경스터드 전단연결재:1||데이터 기반 엔지니어링:1||데이터모델:1||등간격배치:1||디지털 모델:1||디지털 트윈모델:1||디지털엔지니어링모델:1||레벨 3 BIM:1||루프 이음:1||루프 이음부:1||루프이음:1||말굽형 전단연결재:1||모듈러 교각:1||미적설계:1||변동 계수:1||복합스터드:1||복합트러스 교량:1||부분합성보:1||부착:1||부착긴장재:1||사장교:1||사전제작 교량:1||사전조립:1||손상:1||수평부착강도:1||수평스터드:1||수평전단력 재분배:1||수평전단시험:1||신뢰도 기반 설계:1||알고리즘:1||알루미늄 폼:1||압력저감:1||역학적 특성:1||연결상세:1||연속 합성보:1||연속2거더 교량:1||연속강합성 교량:1||외연적 유한요소해석:1||원단층지반운동:1||원형강관:1||유사동적:1||유효폭:1||이미지 기반의 모델링 및 렌더링:1||이중합성:1||이중합성단면:1||인장강화:1||잔류 슬립:1||장기성능 예측:1||재료 통계 특성:1||전단 강도:1||전단실험:1||전단연결부:1||전단키:1||전단파괴:1||전달압력:1||절곡스터드:1||정적실험:1||조합하중:1||종방향 프리스트레스:1||준정적실험:1||중공 I형 보:1||증강현실:1||지압파괴:1||진동대:1||진동대 실험:1||쪼갬강도:1||채움재료:1||최소철근비:1||충전강관:1||콘크리트 구조:1||편중 계수:1||평가:1||폭발의규모:1||표면상태:1||품질:1||프리스트레스:1||프리캐스트:1||프리캐스트 바닥판:1||프리캐스트 바닥판 시스템:1||프리캐스트 아치:1||프리캐스트 프리스트레스트 콘크리트 교각:1||프리캐스트 합성 중공바닥판:1||프리텐션:1||프리플렉스:1||피로거동:1||하중상대변위 곡선:1||하중상대변위곡선:1||합성 작용:1||합성 피어캡:1||합성교각:1||허용오차:1||현장 재료 강도:1||현장타설바닥판:1||횡방향 프리스트레싱:1||3D:1||희생부재:1||3D concrete printing:1||3D digital model:1||3D formwork:1||3D information model:1||3D printer:1||3Dscanning:1||3차원 거푸집:1||3차원 프린터:1||Accelerated construction:1||Aesthetic design:1||Algorithm:1||Aluminum foam:1||Anisotropic behavior:1||Augmented reality:1||BIMbased mixedreality:1||Blast pressure:1||Bolt connection:1||Bridge inspection:1||Bridge maintenance:1||Bridge pier:1||Bridges:1||Building information modeling:1||Building information modelling (BIM):1||CFT Pier:1||CFT 교각:1||CIP decks:1||Cable Stayed Bridge:1||Closerange blast:1||Composite Pier:1||Composite bridges:1||Composite piers:1||Composite truss bridge:1||Concrete Encased Composite Column:1||Concrete filled tube:1||Concrete structures:1||Concrete technology & Manufacture:1||Connection details:1||Connections:1||Continuous composite bridge:1||Continuous structure:1||Continuous twingirder bridge:1||Corroded PSC beam:1||Corroded steel strand:1||Corroded strand:1||Cracking:1||Cyclic test:1||Damage:1||Data Model:1||Datadriven Engineering:1||Datadriven design:1||Decked bulb tee girder (DBT):1||Detail:1||Digital Engineering Model:1||Digital Model:1||Digital twin model:1||Double composite:1||Double composite section:1||Dynamic behavior:1||Effective prestress:1||Effective stiffness:1||Embedded steel:1||Energy absorption:1||Equivalent strength:1||Explicit finite element analysis:1||FE analysis:1||Finite element model:1||Flexural stiffness:1||Fulldepth precast deck:1||

RSS_1.0 RSS_2.0 ATOM_1.0

84, Heukseok-ro, Dongjak-gu, Seoul, Republic of Korea (06974)02-820-6194

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