ScholarWorks@Korea University: KONG, Jung Sik

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KONG, Jung Sik (공정식)

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

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Tel 02-3290-3323
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extended finite element method:3||deterioration model:2||EM120:2||multiple site damage:2||fatigue life prediction:2||Chloride ingress:1||Carbonation:1||Corrosion:1||Bayesian theory:1||Fatigue:1||최우도추정법:1||항만시설:1||잔교식:1||gravity type wharf:1||entropy index for damage:1||multiobjective optimum maintenance problem:1||compression stresses:1||예측모델:1||회귀분석:1||probability of failure:1||maintenance cost:1||entropy index:1||crack severity index:1||Monte Carlo method:1||Extended finite element method:1||매설가스배관:1||상태열화모델:1||multiple regression analysis:1||deterioration:1||equivalent initial flaw size:1||Rail wear:1||Life cycle performance:1||stress interaction:1||Probabilistic fatigue:1||Prognosis:1||life cycle costs:1||stress spectrum:1||bridge maintenance system:1||structural optimisation:1||prestressed concrete:1||fatigue crack growth:1||forecasting model:1||exponential smoothing:1||structural health monitoring:1||degradation model:1||particle filtering:1||Time series analysis:1||LEED:1||credit:1||지리정보시스템:1||nonlinear time history analysis:1||corrosion:1||marine structures:1||pitting corrosion:1||시계열분석:1||시계열(ARIMA)모델:1||deeplearning:1||Fatigue prediction:1||Equivalent initial flaw:1||Particle filtering:1||Remaining service life:1||buried pipeline:1||GIS:1||블록식:1||chlorides:1||durability:1||multiplesite damage:1||lifecycle cost:1||궤도틀림:1||regression analysis:1||concrete bridges:1||sustainable maintenance:1||Multiple crack growth:1||Asphalt concrete:1||지진취약도:1||port structure:1||stress interaction effect:1||lifecycle performance:1||지수평활법:1||bridgemonitoring:1||green building:1||building energy:1||certification:1||variable stress spectra:1||steel bridges:1||J integral:1||Crack growth:1||seismic fragility analysis:1||maximum likelihood method:1||마코브 체인:1||open type wharf:1||Markov chain:1||track irregularity:1||time series analysis:1||AutoRegressive Moving Average(ARIMA) Model:1||reliabilitybased design optimization (RBDO):1||reliability index:1||back extrapolation:1||bridge maintenance:1||Particle filter:1||Irregularity:1||LEED cost:1||Reliability:1||Reinforced concrete:1||Combined action:1||비선형 시간이력 해석:1||다중 회귀분석:1||reliability:1||reliabilitybased design optimisation:1||structural reliability:1||stress level:1||stress order:1||

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