ScholarWorks@Hanyang University ERICA Campus: Kim, Tae Soo

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Kim, Tae Soo (김태수)

ERICA 공학대학 (MAJOR IN ARCHITECTURAL ENGINEERING)

Research Area: 건축공학, 강구조;내진;합성구조;유한요소해석, Architectural engineering, steel structure; seismic analysis;composite structure; finite element analysis

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Bolted connection:29||Finite element analysis:28||Curling:25||설계기준:22||Design specification:21||Ultimate strength:17||Austenitic stainless steel:17||면외변형:15||Strength reduction:12||최대내력:11||볼트접합부:10||용접길이:9||유한요소해석:9||Aluminum alloys:8||Weld length:8||Carbon steel:7||오스테나이트계 스테인리스강:7||Block shear:7||Cyclic loading:7||용접방향:7||Block shear fracture:7||일면전단:6||Double shear:6||bolted connection:6||curling:6||Design code:6||Welding direction:6||Lean duplex stainless steel:6||Local buckling:5||이면전단:5||볼트접합:5||블록전단:5||블록전단파단:5||강판전단벽:5||finite element analysis:5||Base metal fracture:5||Single shear:5||Ferritic stainless steel:4||Ultimate Strength:4||Energy dissipation capacity:4||Stress triaxiality:4||ultimate strength:4||탄소강:4||듀플렉스계 스테인리스강:4||Steel plate shear wall:4||내력저하:4||국부좌굴:4||austenitic stainless steel:4||저항복강:4||Curling, Strength reduction:3||용착금속파단:3||Welded connection:3||block shear fracture:3||Duplex stainless steel:3||반복하중:3||End distance:3||strength reduction:3||용접접합부:3||Global buckling:3||Ductility:3||Weld metal fracture:3||모재파단:3||Design equation:3||Stainless steel:3||Thinwalled carbon steel:2||강재슬릿댐퍼:2||Electrical resistivity:2||고성능강:2||Energy  dissipation  capacity:2||Energy dissipation:2||내진성능:2||Ultimate strength reduction:2||Seismic slit damper:2||단주:2||Shear strength:2||Welded Connection:2||Circular hollow section column:2||박판 탄소강:2||박판 페라이트계 스테인리스강:2||반복가력:2||Bearing factor:2||block shear:2||Lowyield point steel:2||Slenderness ratio:2||Coldformed carbon steel:2||스테인리스강:2||Square hollow section:2||스트럿폭:2||십자형 다이어프램:2||design code:2||알루미늄합금:2||Coldformed stainless steel:2||ferritic stainless steel:2||연성:2||오스테나이트 스테인리스강:2||high performance steel:2||Steel slit damper:2||Coldformed steel:2||Hierarchical Bayesian inference:2||Strength:2||local buckling:2||Buckling:2||이력거동:2||Crack propagation:2||Buckling strength:2||저니켈 듀플렉스계 스테인리스강:2||전단강도:2||Cable wires:2||전체좌굴:2||Strut width:2||Hydrogen induced cracking:2||seismic design:2||Double shear bolted connection:2||stub column:2||widthtothickness ratio:2||판폭두께비:2||페라이트계 스테인리스강:2||필릿용접:2||Bolted Connection:2||Thinwalled steel:2||Net section fracture:1||Netsection efficiency:1||Numerical simulation:1||Optimal design:1||Optimization:1||Outofplane deformation:1||PEN 섬유:1||Parametric numerical analysis:1||Plate thickness:1||Polyethylene Naphthalate fiber:1||Prestressed structures:1||Reducing air pollution reduction:1||Refractory:1||Reinforcing bar:1||Reliability:1||Response Surface Method:1||Risk assessment:1||Sandfilled tank:1||Satisfaction degree:1||Seismic  performance:1||Seismic performance:1||Semirigid:1||Shear span ratio:1||Shear stress factor:1||Shearlag:1||Shearout fracture:1||Silica fume:1||Singleshear:1||Slender section:1||Slip coefficient:1||Slit damper:1||Square hollow section column:1||Stainless steel  Indexed keywords:1||Steel  plate  shear  wall:1||Steel  slit  damper:1||Steel connection:1||Steel elevator pit:1||Steel sheet pile:1||Strain hardening:1||Straindistribution:1||Strength enhancement:1||Strength equation:1||Strength reduction factor:1||Stress triaxiality effect:1||Structural performance:1||Stud bolt:1||Surface roughness:1||Suspension bridges:1||Sustainability:1||Tensile stress factor: shear stress factor:1||Tensile test:1||Tension field action:1||ThinWalled Aluminum Alloys:1||Thinwalled Aluminum Alloys:1||Thinwalled Carbon Steel:1||Throughdiaphragm:1||Tungsten insert gas weld:1||Tworow bolted connection:1||Utype section steel piling:1||Ultimate behavior:1||Ultrahighperformance concrete:1||Vertical passing plate:1||Virtual construction:1||Weld direction:1||Weld length,:1||Wet carbon conversion:1||Zn/Al metal spray:1||angle bolted connection:1||bearing action:1||bearing factor:1||brace:1||buckling:1||builtup H shape:1||builtup Hshaped column:1||channel bolted connection:1||coldformed tube:1||design standards:1||double shear:1||earth retaining methods:1||earthquake characteristic:1||elastic and inelastic response spectrum:1||failure mode:1||flexural strength:1||fracture life:1||fracture mode:1||highly integrated:1||hybrid building system:1||hysteretic behavior:1||lean duplex stainless steel:1||longspan bridges:1||material properties:1||minimum expected lifecycle cost:1||mortarfilled:1||optimization:1||plate thickness:1||reliability evaluation:1||reuse of rainwater:1||road pollution reduction system and air blower type spiral guide vane:1||spatial structure:1||square hollow section:1||stainless steel:1||thinwalled ferritic stainless steel:1||thinwalled stainless steel:1||welded connection:1||각형강관:1||강도:1||강도감소:1||강도감소계수:1||강도증진:1||강재엘리베이터 피트:1||고강도 콘크리트:1||고밀도:1||관통형 수직플레이트:1||구속 콘크리트:1||구조 성능:1||나사선모양의 가이드베인:1||냉간성형 각형강관:1||냉간성형 탄소강:1||냉간성형강:1||대공간구조:1||도로변 오염원 제거:1||립ㄷ형강:1||면외변형, 강도저하:1||모살용접:1||몰탈충전:1||바잘트 섬유:1||박판 알루미늄 합금:1||박판 알루미늄합금:1||반강접:1||반복가력 실험:1||변형도분포:1||보기둥 접합부:1||복합빌딩시스템:1||복합사이클론스크러버:1||볼트접합, 최대내력:1||블록전단강도:1||설계기준식:1||세장비:1||세장판요소:1||순단면파단:1||스터드 볼트:1||스테인리스강 앵글:1||슬릿댐퍼:1||알루미늄 합금:1||압축좌굴:1||앵글 볼트접합:1||앵글 볼트접합부:1||에너지 소산 능력:1||에너지소산:1||에너지소산능력:1||에너지흡수능력:1||에너지흡수능력, 연성:1||연성증진:1||연성파손모사'볼트접합부:1||오스테나이트계 스테인레스강:1||오스트나이트계 스테인리스강:1||오스트나이트계 스테인리스강(STS304L):1||용접H형 단면:1||용접H형강:1||원형강관:1||원형강관기둥:1||유한요소해석, 반복하중:1||이면전단 볼트접합:1||이면전단, 볼트접합:1||이종강 용접:1||이종강종 용접접합부:1||인장응력장 작용:1||전단경간비:1||종전단파단:1||좌굴강도:1||지압계수:1||초기변형:1||최대하중:1||최적화:1||축하중변형률 관계:1||측압저항:1||콘크리트 충전강관:1||콘크리트충전 단주:1||콘크리트충전강관:1||탄소섬유 시트:1||파단모드:1||파단모드, 최대내력:1||합성보:1||휨강도:1||, Cyclic loading:1||흙막이공법:1||Alkaliactivated slag:1||Aluminium alloys:1||Artificial tree:1||Austenitic Stainless Steel:1||Austenitic stainless steel(STS304L):1||Axial loadStrain Relationship:1||Basalt fiber:1||Bayesian belief nets:1||Beamtocolumn connection:1||Biochar:1||Block Shear Fracture:1||Block Shear Rupture:1||Block shear fracture mechanism:1||Block shear fracture path:1||Block shear strength:1||Bolt arrangement:1||Bolted Connections:1||Bolted angle connection:1||Bolted beamtocolumn connection:1||Bolted connections:1||CO2 absorption:1||Carbon mild steel:1||Carbon steel,:1||Carborn fiber sheet:1||Circular Steel Tube:1||Coldformed Carbon Steel:1||Coldformed Steel:1||Coldformed ferritic stainless steel:1||Coldformed steel sheet:1||Composite beam:1||Composite clone scrubber:1||Composite paste:1||Concrete:1||Concrete  filled  tubular  (CFT):1||Concrete Filled Tubular Stub Column:1||Concrete filled steel tubular column:1||Concrete filled tubular:1||Confined concrete:1||Construction phases:1||Correlation model:1||Corrosion:1||Corrosion resistance method:1||Cost:1||Crack:1||Crack Propagation:1||Critical shear:1||Critical shear section:1||Cruciform  diaphragm:1||Cruciform diaphragm:1||Curling, Bearing factor:1||Curling, Strength reduction,:1||Cyclic  loading:1||Cyclic behavior:1||Cyclic hardening:1||Cyclic loading.:1||Cyclic tests:1||Decoupled analysis:1||Design:1||Design Code:1||Design specifications:1||Design strength:1||Direction of Fillet Weld:1||Direction of Fillet weld:1||Dissimilar steel weld:1||Dissimilar steel welded connection:1||Doublelap welded connection:1||Ductile fracture:1||Ductility enhancement:1||Duplex stainless stee:1||Durability (electrical resistivity):1||Edge distance:1||Energy index:1||Failure Mode:1||Failure mode:1||Fatigue Reliability:1||Fillet Weld:1||Fillet weld:1||Fillet welded connection:1||Filletweld:1||Finite  element  analysis:1||Foundation:1||Fracture analysis:1||Htype shear panel damper (HSPD)Widthtothickness ratioHysteresis curveDeformation capacityFatigue curveEnergy absorption capacity:1||High Strength Concrete:1||High strength aluminum alloys:1||High strength steel:1||High temperature:1||Highstrength bolt joint:1||Hydrogeninduced cracking:1||Hysteretic  Behavior:1||Hysteretic  behavior:1||Hysteretic behavior:1||IDBBN:1||Improved response surface method:1||Indentation behavior:1||Infrastructure maintenance:1||Initial geometric imperfection:1||Initial imperfection:1||Integrated pole:1||Interlock:1||LRFD specification:1||Laboratoryscale experiment:1||Lateral resistance:1||Length of Fillet Weld:1||Length of Fillet weld:1||Limestonecalcined clay cement (LC3):1||Lipped channels:1||Lowyield  point  steel:1||Lowyieldpoint steel:1||MCMC:1||Maintenance interventions:1||Mathematical modeling:1||Measurement angle:1||Mechanical behavior:1||Mechanical characteristics:1||Mechanical fastened joint:1||Member buckling:1||Microstructure:1||Nanocalcium carbonate:1||

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