ScholarWorks@Korea University: ZI, Goang seup

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ZI, Goang seup (지광습)

College of Engineering (School of Civil, Environmental and Architectural Engineering)

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Tel 02-3290-3324
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Fracture:5||Geopolymer:4||concrete:4||extended finite element method:4||Concrete:4||Corrosion:3||Chloride ingress:3||Carbonation:3||stretchable:3||Fatigue:3||FDS code:3||Durability:3||Molecular dynamics:3||tensile strength:3||Molar ratio:3||flexural tensile strength:3||percolation threshold:3||Fly ash:3||Glass powder:3||Glass aggregate:2||Alkalisilica reaction:2||Integration:2||Reinforced concrete:2||Combined action:2||Biaxial flexure:2||combustion test:2||spalling:2||APIX80:2||Infrared thermography:2||experimental data:2||Infrared Thermography:2||Bidirectional tuned liquid damper:2||liquid metal interconnections:2||NURBS:2||logic device:2||multiple site damage:2||damage of concrete:2||pretension:2||Numerical modeling:2||부식:2||biaxial tensile strength:2||이방향 휨강도:2||이방향 인장강도:2||아스팔트:2||heat source:2||dynamic fracture:2||Defect:2||ultrahighperformance fiberreinforced concrete:2||Optimization:2||Expansion:2||Strength:2||fatigue crack growth:2||biaxial flexural fracture strength:2||Phantomnode method:2||Stretchable:2||liquid metal interconnection:2||Waste glass sludge:2||Extended finite element method (XFEM):2||fatigue life prediction:2||초대형 부유식 해상구조물:2||Computational fire analysis:2||인장강도:2||biaxial flexure strength:2||internal void:2||fracture:2||Nondestructive Method:2||electrical resistivity:2||durability:2||electronic skins:2||GTN model:2||liquid metal:2||Size effect:2||Image processing:2||new test method:2||Liquidcrystal display glass:2||Phase field model:2||Brittle fracture:2||Graphene fracture:2||stretchable electronics:2||XFEM:2||Ultrahighperformance fiberreinforced concrete:2||Asphalt concrete:2||Multiscale:2||Biaxial flexural strength:2||Lagrangian particle model:2||damage of reinforcements:2||프리텐션:2||Pitch motion:2||layerbylayer assembly:2||Finite element analysis (FEA):2||Toughness:2||Crack growth:2||Biaxial flexure test:2||Concrete railway sleeper:2||콘크리트:2||unbonded FRP sheet:2||burial depth:1||bulletproofing:1||MXene:1||cement:1||API X100 pipe:1||carbon fibers:1||Cracking:1||Ag nanowire:1||strain sensor:1||wearable device:1||Multifractal scaling law:1||Carbonation of concrete:1||active matrices:1||polyaniline temperature sensors:1||precipitation additives:1||caustic soda:1||microsupercapacitor arrays:1||Serpentine interconnection:1||해양구조물:1||Seismic performance:1||Frame model:1||Image analysis:1||Bayesian theory:1||Energy absorption capacity:1||XRD:1||Microstructural distortion:1||Polycrystalline microstructure:1||Artificial lightweight aggregate:1||embedded interconnections:1||Freezing and thawing:1||high density:1||strength scaling:1||Finiteelement method (FEM):1||Fracture pattern:1||Spherical tank dome:1||Thermal stress:1||entropy index for damage:1||Biaxial flexure test (BFT):1||피로:1||Stress intensity factors:1||Ice expansion:1||compression stresses:1||연소실험:1||폭렬:1||ASTM C 1550:1||이방향 휨인장강도 시험법:1||결빙력:1||설계차트:1||Nacurve:1||model parameters:1||긴장력 도입:1||적외선 열화상 기법:1||내부공극:1||화상처리기법:1||biaxial flexural test (BFT):1||cracks:1||Lagrange multipliers:1||high velocity impact:1||베이지안 기법:1||이축 휨파괴강도:1||일축 휨인장강도 새로운 이축 휨강도 실험 방법:1||reinforced concrete:1||동적 계측:1||Aggregates:1||Intergrinding:1||Mechanical performance:1||Quality control:1||document fragment:1||Slag:1||Tensile performance:1||Fiber pullout resistance:1||artificial neural networks:1||concrete durability:1||Experiment:1||Bit heads:1||Blast furnace slag:1||Pile soil interaction:1||crack density:1||Octagonal floating offshore wind turbine:1||alkali silica reaction:1||Pozzolan:1||Strength activity index:1||elastoplastic damage:1||PDMS:1||polyaniline nanofiber:1||concrete pavement:1||carbonation:1||Electrochromic device:1||Gauge factor:1||Solar cell:1||Interphase zone:1||conductivity:1||Mesh adaptivity:1||Bond elongation and rotation:1||Monte Carlo method:1||Extended finite element method:1||wireless charging:1||level set method:1||Patterned graphene:1||NO2 gas sensor:1||Thermoplasticity:1||Anchor joint:1||Energy dissipation capacity:1||Cyclic analysis:1||Nonlinear time history analysis:1||pressure sensor:1||artificial electronic skin:1||Biaxial stress condition:1||XIGA:1||Arlequin method:1||Finger joints:1||Stress distribution:1||Finite element model:1||Slab track:1||container terminals:1||preflexion:1||elastomers:1||equivalent initial flaw size:1||휨시험:1||원형패널:1||콘크리트 궤도:1||Flamecutting:1||Hydraulicjacking:1||Continuous spectrum:1||Wiechert model:1||Prony series representation:1||크리프 변형계수:1||파랑스펙트럼:1||spectrum analysis:1||프리스트레스 긴장재:1||crack:1||이축휨시험:1||orthotropic bridge deck:1||large deformations:1||내구성 예측:1||잔존수명:1||열화상 기법:1||Pretreatment:1||finite element analysis:1||optimal form:1||Silica sand:1||Rock:1||Alkali leaching test:1||Monopile:1||Jacket:1||shrinkage prediction:1||nondestructive evaluation:1||Concrete durability:1||Sloshing:1||Sustainability:1||Graphene:1||impact:1||suspended gate fieldeffect transistors:1||Selfsensing capacity:1||Rail wear:1||Life cycle performance:1||Interaction domain integral:1||steel fiber:1||electrical property:1||Size effect law:1||microsupercapacitor:1||Probabilistic fatigue:1||Ceramicmatrix composites (CMCs):1||Hollow circular column:1||Placement method:1||Prognosis:1||Isogeometric analysis:1||WGS:1||wavy configuration:1||material testing:1||Flexural strength:1||stress spectrum:1||등가정적해석:1||nanowires:1||콘크리트 손상:1||이방향 휨인장강도 시험:1||biaxial flexure test:1||radial crack:1||등방성 인장응력:1||Finite element analysis:1||Three dimensional crack initiation and growth:1||Extended element free Galerkin method (XEFG):1||creep compliance:1||Na곡선:1||Meshfree methods:1||Glass fibres:1||nonlinear Finite Element Analysis:1||대변형:1||prestressing strand:1||detensioning:1||foamfilled GFRP deck:1||phantomnode method:1||quasibrittle materials:1||cohesive cracks:1||service life:1||고려대학교 건축사회환경공학과 대학원:1||프리스트레스 힘:1||prestressing force:1||dynamic measurement:1||Industrial waste:1||Recycle:1||offshore wind turbine:1||ULS and FLS:1||LCD glass Powder:1||crete:1||Computational analysis:1||Reactive content:1||ultrahigh performance concrete:1||Heave motion:1||Poly(3methylthiophene):1||skinattachable transparent devices:1||thermochromic displays:1||Time series analysis:1||Cracked plates and shells:1||Strain sensor:1||Finite element method:1||saturated surfacedry (SSD) condition:1||water absorption:1||hybrid fillers:1||Error estimation:1||fiber length:1||fiber distribution characteristics:1||Lattice orientation and initial crack size:1||waterproof:1||Interface/interphase:1||Depassivation of reinforcement:1||bioenvironmental sensors:1||Piezoelectric ceramics:1||76S05:1||Peridynamics:1||Offshore structures:1||Castinplace base:1||Fiber length:1||stretchable array:1||Fiber pullout:1||Meshless methods:1||Grain boundary migration:1||deformable substrates:1||double integration:1||allsolidstate supercapacitor:1||embedded interconnection:1||Energy conservation:1||Biaxial stress state:1||Bending test:1||Chloride ion penetration test:1||Multideterioration:1||박리저항성실험:1||염화물 침투 실험:1||폐유리 슬러지:1||equivalent static analysis:1||deformable:1||전산화재해석:1||라그랑지안 입자모델:1||biaxial flexure test (BFT):1||round panel test:1||유한요소해석:1||viscoelastic constitutive equation:1||maxwell chain:1||partial moduli:1||부분탄성계수:1||ΔJ적분:1||피로균열 성장:1||비선형 유한요소해석:1||재료모델상수:1||열원:1||Hansbo and Hansbo's approach:1||indirect test:1||모니터링:1||corrosion:1||durability prediction:1||meshfree methods:1||cohesive models:1||transfer length:1||Steel fiber geometry:1||3D bridge model:1||Ecofriendly concrete:1||Mechanical strengths:1||transition piece:1||Mechanical properties:1||artificial intelligence:1||Damageplasticity model:1||Waste glass:1||posttensioning concrete slabs:1||restraint crack:1||Swaying:1||Fire risk assessment:1||Cement replacement:1||elastoplastic damage coupling model:1||thinfilm energy storage:1||durabilityrelated properties:1||Cement composites:1||Carbon nanomaterials:1||MITC4 shell element:1||Microsupercapacitor:1||Polymer nanocomposite:1||Dualweighted residual:1||stretchable transparent conductor:1||biaxial stretchability:1||placement method:1||encapsulation:1||oximeter:1||Computational modelling:1||Chloride penetration:1||Equivalent initial flaw:1||waste glass sludge:1||cohesive agent:1||pozzolanic reaction:1||74F15:1||Fiber distribution characteristics:1||Compression:1||Particle filtering:1||Remaining service life:1||Fiber reinforced cementitious composites:1||Isogeometric Analysis (IGA):1||Mortar:1||Fiber reinforcement:1||Waste glass sludge (WGS):1||Deicing salts:1||Stochastic models:1||multiplesite damage:1||Tensile strength:1||biaxial stress state:1||Freezing force:1||asphalt:1||스펙트럼 해석:1||VLFS:1||점탄성 재료:1||Cohesive crack model:1||GTN 모델:1||용접절단:1||cutting order:1||파괴:1||Prestressed concrete:1||Cohesive zone modeling:1||foam:1||discontinuous enrichment:1||결함:1||IFCbased bridge model:1||Liquid crystal display glass waste:1||Ultra highperformance fiber reinforced con:1||Red mud:1||Dynamic response:1||Fire analysis:1||Temperature prediction:1||electrode spacing:1||numerical modeling:1||clastic sandstone:1||pozzolanic admixture:1||cementitious materials:1||Activematrix display:1||Electrical resistivity:1||Fracture parameters:1||strainbased design:1||compressive strain capacity:1||nonlinear finite element procedure:1||slab track:1||track circuit current:1||glass fiber reinforced polymer (GFRP):1||limestone powder:1||fractional change of resistivity:1||gauge factor:1||Goaloriented:1||Sizescale effects:1||Lattice orientation effect:1||Polymermatrix composites (PMCs):1||Pore structure change:1||Multiple crack growth:1||65F22:1||Microsupercapacitor array:1||JohnsonCook model:1||앵커 연결부:1||conductive polymer nanofiber:1||Biaxial flexural resistance:1||Fracture mechanics:1||Sandwich beam:1||ASR:1||patternable ionogel electrolyte:1||Alllightweight concrete:1||size effect:1||Stress superposition:1||stress interaction effect:1||이방향 휨응력:1||very large floating structures(VLFS):1||isotropic flexure stress:1||이방향 응력 상태:1||Transfer of prestressing force:1||Kelvin model:1||확장유한요소법:1||유탄성 해석:1||최적 시험체 형상:1||휨 파괴 강도:1||ΔJintegral:1||inelastic behavior:1||비선형 거동:1||절단순서:1||flame cut:1||FRP쉬트 비부착:1||biaxial strength:1||extended element free Galerkin method (XEFG):1||bayesian theory:1||LCD glass:1||Soda?lime glass:1||Ultrahighperformance concrete:1||Liquid crystal display glass powder:1||Alkali activated material:1||integrated operation:1||Substitute ingredient:1||Fresh state properties:1||Polyethylene fiber:1||fly ash concrete:1||Dissolution efficiency:1||Degree of reaction:1||Aluminosilicate precursor:1||Steel bridge:1||Carbon fiber:1||cement composite:1||cement replacement:1||liquid crystal display glass powder:1||Prussian blue:1||stretchable temperature sensors:1||Selfcharge system:1||magnetic coupling:1||recycled concrete fines:1||cementbased sensor:1||multiwalled carbon nanotubes:1||carbon nanotube:1||selfsensing capacity:1||Quantity of interest:1||Geological materials:1||Electrochemical reaction:1||wavy structure:1||coagulant aid:1||alkali activation:1||35R30:1||Nonlocal model:1||염화물 침투:1||중성화:1||Thermomechanical:1||Statistical properties/methods:1||PDMS micropillar:1||J integral:1||Bending behavior:1||Pozzolanic reaction:1||biaxially stretchable:1||SWCNT:1||Dynamic amplification factor:1||Design formula:1||fracture mechanics:1||LNG storage tank:1||이방향 휨강도 시험:1||크기효과:1||Biaxial flexural stress:1||복합열화:1||MITC3 shell element:1||컨테이너 터미널:1||back extrapolation:1||bending test:1||isotropic tensile stress:1||방사형 균열:1||Discontinuous enrichment:1||점탄성 구성방정식:1||맥스웰 체인:1||wave spectrum:1||modulus of rupture:1||proposed optimum specimen configuration:1||viscoelastic material:1||Bridge deck:1||strong webflange joint:1||비파괴 검사법攀 * 정회원:1||전달길이:1||Recycling:1||Crushing:1||Quartz powder:1||modeling:1||wave velocity:1||Calcium leaching:1||Bidirectional tuned liquid column damper:1||nanocomposites:1||Stretchable electronics:1||Particle filter:1||Irregularity:1||Polymer layered silicate:1||resistivity:1||specific gravity:1||Random field:1||Expansive pressure:1||biaxial flexure:1||Reliability:1||bodyattachable device:1||inverse problem:1||Partial precast segmental columns:1||Cyclic test:1||Shrinkagereducing admixture:1||Thin shells:1||Material interface:1||Ideal grain growth:1||allsolidstate microsupercapacitor array:1||high power and energy density:1||stretchable device arrays:1||stretchable microsupercapacitor array:1||Asymmetric vibration:1||Biaxial test:1||Damage:1||Scaling resistance test:1||Cracked shells:1||Jintegral:1||stress level:1||stress order:1||프리플랙션:1||hemisphere:1||철근손상:1||등방성 휨인장응력:1||Cohesive cracks:1||Fragmentation:1||Prestressing:1||design chart:1||hydroelastic analysis:1||Dynamic fracture:1||Pultrusion:1||large deformation:1||균열:1||transverse direction:1||monitoring.:1||실험 결과:1||Separate grinding:1||Blended cement:1||Twisting rate:1||engineering document:1||Pseudo strainhardening:1||calcium leach:1||Alkaliactivated materials:1||Liquidcrystal display glass powder:1||Offshore wind turbine:1||XSEA:1||crack formation:1||cyclic loading:1||Bargetype floating offshore wind turbine:1||Barge type floating offshore wind turbine:1||

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