ScholarWorks@Hongik: Kang, Jun Won

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Kang, Jun Won (강준원)

Engineering (Civil and Environmental Engineering)

Research Area: 구조공학

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complete electrode model:3||mixed finite element method:3||Lagrangian:3||GaussNewton fullwaveform inversion:2||PDEconstrained optimization:2||inverse medium problem:2||perfectly matched layer:2||perfectly matched layer(PML):2||역해석:2||GaussNewton method:2||perfectlymatchedlayers:2||structural fire analysis:2||perfectlymatchedlayers(PMLs):2||surface wave velocity:2||PerfectlyMatchedLayers(PMLs):2||plasticdamage model:2||Earthquake:2||time history analysis:2||ultrasonic sensors:2||정해석:2||compressive strength:2||reinforced concrete column:2||reinforced concrete structure:2||concrete:2||탄성파:2||forward problem:2||혼합유한요소법:2||fullwaveform inversion:2||electrical impedance tomography:2||Perfectly matched layer:2||Elastic waves:2||Loworder probability functions:1||Maxwell&apos:1||Maxwell’s equations:1||Microstructure reconstruction:1||Mixed Finite Element Method:1||Numerical stability:1||PDEconstrained optimization framework:1||PMLtruncated domain:1||Perfectly Matched Layers:1||Perfectly matched layer (PML):1||Perfectly matched layers (PML):1||Perfectly matched layers (PMLs):1||PerfectlyMatchedLayer (PML):1||Plane electromagnetic waves:1||Pot bearings:1||Probabilistic calibration:1||Property evaluation:1||Pxermittivity:1||Railway subgrade:1||Reversible jump MCMC:1||Ring deflection:1||SHwaves:1||SH파:1||SMART 2013 benchmark program:1||SMART 2013 international benchmark:1||SMART2013 international benchmark program:1||SMART2013 국제 벤치마크 프로젝트:1||Seismic design:1||Shear modulus:1||Shear wave velocity:1||Shortterm deflection:1||Sliding element:1||Steelconcrete composite beam:1||Stochastic optimization:1||Stressbased unsplitfield:1||Strouhal number:1||Structural fire experiment:1||Thermomechanical analysis:1||Time Integration:1||Wave equation:1||aluminum 6061T6:1||asymmetric reinforced concrete structure:1||bridge vibration:1||bridges:1||complex coordinate stretching:1||complex coordinate transformation:1||composite beam:1||concrete structure:1||corner crack:1||corrosion:1||crimped fiber:1||damage:1||damage index:1||discrete layered concrete model:1||dynamic displacement:1||earlyage concrete:1||elastic waves:1||electrical conductivity:1||embedded length:1||explicit:1||fatigue crack growth:1||finite element analysis:1||finite element method:1||finite element model:1||fire dynamics simulator(FDS):1||fire resistant materials:1||firedriven flow simulation:1||flowinduced vibration:1||fluidstructure interaction (FSI) analysis:1||frequency responses:1||heat transfer coefficient:1||heatinduced concrete damage:1||hybrid formulation:1||impactecho testing:1||inverse problem:1||inversion:1||local damage variable:1||material profile reconstruction:1||mechanical properties:1||mesh continuation scheme:1||meshdependency:1||microwaves:1||nondestructive evaluation:1||nondestructive evaluation of structures:1||nonlinear seismic analysis:1||nonlinear thermomechanical analysis:1||optimal implementation parameters:1||overhead sign structure:1||partialdifferentialequationconstrained optimization:1||perfectlymatched layers:1||perfectlymatchedlayers (PMLs):1||plane electromagnetic waves:1||radial gate:1||reactor containment building:1||reducedspace approach:1||residual stress:1||s equations:1||scalar elastic waves:1||seismic damage index:1||seismic fragility analysis:1||seismic response:1||seismic torsional behavior:1||seismic vulnerability assessment:1||semiinfinite domain:1||shape memory alloy:1||sign structure vibration:1||slipform:1||spectral element method:1||standard fire test:1||steel:1||supplementary plate:1||swirling strength:1||tendon:1||thermalinduced damage:1||unit pullout resistance:1||vibration:1||viscoelasticity:1||wallclock time:1||wave depth:1||강재:1||강합성보:1||계산 소요시간:1||구조화재해석:1||내화피복:1||라그랑지안:1||마이크로파:1||맥스웰방정식:1||비선형 열응력해석:1||스펙트럴 요소법:1||시간이력해석:1||열전달계수:1||완전전극모델(CEM):1||외연적 시간적분법:1||원전 콘크리트 벽체:1||유한요소망 연속기법:1||유한요소법:1||자갈도상:1||전기 전도도:1||전기임피던스 단층촬영 기법(EIT):1||전단탄성계수:1||전체파형 역해석:1||지진응답:1||철근콘크리트 구조물:1||최적화:1||콘크리트:1||콘크리트 구조물:1||탄성파동방정식을 구속조건으로 하는 최적화 문제:1||화재 구조해석:1||49M25:1||화재 유동해석:1||65M32:1||65M60:1||74D99:1||Anisotropic Media:1||Bayesian inversion:1||Bayesian model selection:1||Bayesian partition modeling:1||Bearing maintenance:1||Cement paste:1||Elastic Waves:1||Elastomeric bearings:1||Electrical impedance tomography:1||Experiment:1||Finite element model:1||Finitedifference analysis:1||Fire Dynamics Simulator(FDS):1||Fire damage index · Material strength · Volumeweighted average · Composite beam · Standard fi re:1||Fire simulation:1||Fullwaveform inversion:1||Fullwaveform inversion (FWI) method:1||GaussNewton 전체파형 역해석:1||Generalized Maxwell Body:1||Hybrid unsplitfield PML:1||Interfacial transition zone (ITZ):1||KKT conditions:1||KKT system:1||KarushKuhnTucker (KKT) optimality conditions:1||KarushKuhnTucker conditions:1||Lagrangefamily finite elements:1||Longterm deflection:1||

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