ScholarWorks@Hanyang University: Jeon, Jong Su

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Jeon, Jong Su (전종수)

COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

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Tel 02-2220-0324
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Machine learning:6||Fragility curves:3||Shape memory alloy:3||Machine vision:2||Failure mode classification:2||Damage detection:2||Seismic fragility:2||Fragility analysis:2||Superelasticity:2||Seismic retrofit:2||Retrofit scheme:2||Collapse risk:2||Bridge ranking:2||Earthquakes:2||Risk category:2||Fiberreinforced polymer jacketing system:2||Recovery stress:2||Rectangular reinforced concrete column:2||Expected annual losses:2||Steel moment frames:2||Network fragility:2||Reinforced concrete:2||#8208:2||Bridge network analysis:2||Stiffness ratio:2||Circular reinforced concrete column:1||Classificationbased machine learning:1||Cold drawing:1||Column failure mode:1||Column shear model:1||Column shear model under axial force variation:1||Columns:1||Computational efficiency:1||Concrete boxgirder bridges:1||Concrete confinement:1||Confinement:1||Confinement ratio:1||Continuous wavelet transform:1||Convolutional neural network deep learning:1||Crack closure:1||Crimped wire:1||Critical input parameters:1||Curved MultiFrame Concrete BoxGirder Bridges:1||Cyclic damage:1||Damage:1||Damage index:1||Damage states:1||Demand model:1||Diagonal selfcentering brace:1||Direct tensile behavior:1||Displacement recovery:1||Drift:1||Drift ratio:1||Earthquake:1||Earthquake loss assessment:1||Experimental data:1||Experimental database:1||Extreme gradient boosting:1||FRP wire jacket:1||FRP wires:1||Factor of merit:1||Failure mode and effects analysis:1||Failure modes:1||Fan arrangement:1||Feature importance:1||Fiberreinforced cementitious material:1||Financial loss assessment:1||Flared columns:1||Flat slabs:1||Flexural displacement:1||Fullscale dynamic test:1||Functional degradation:1||Gravitydesigned building frame:1||Ground acceleration timeseries data:1||Heat dissipation:1||Hysteretic model:1||Image analysis:1||Inspection:1||Interpretable machinelearning:1||Lap splice slippage:1||Lapsplice failure:1||Limit state:1||Limit states:1||Lumped plasticity model:1||Machine learning algorithm:1||Machine learning models:1||Markov risk assessment:1||Material uncertainties:1||Model parameter:1||Model validation:1||Modeling uncertainties:1||Modern reinforced concrete frame buildings:1||Multicolumn bent bridge:1||Multihazard loads:1||Multiparameter Demand Models:1||NSMFRP hybrid retrofit:1||New construction:1||NiTi SMA:1||NiTi shape memory alloys:1||Nonductile reinforced concrete frame:1||Nonductile reinforced concrete frames:1||Nonlinear dynamic analysis:1||Nonlinear static analysis:1||Numerical model development:1||Oblong column crosssection:1||OpenSees:1||Parameterized:1||Plastic hinge length:1||Postearthquake reconnaissance:1||Postearthquake inspection:1||Predictive expressions:1||Prestressing effect:1||Punching shear strength:1||RC column:1||Radial strain:1||Radiator cooling:1||Rapid decisionmaking approach:1||Rapid evaluation:1||Recentering capacity:1||Regional seismic risk:1||Regional seismic risk assessment:1||Regressionbased machine learning:1||Reinforced concrete column:1||Reinforced concrete columns:1||Reinforced concrete shear wall:1||Reinforced concrete shear walls:1||Reinforced concrete structures:1||Retrofitting:1||Retrofitting strategy:1||Risk based seismic design:1||Risk assessment:1||SHAP values:1||SHapley additive explanations:1||SMA crimped fiber:1||SMA fibers:1||SMA ring:1||Seismic collapse and drift:1||Seismic damage assessment:1||Seismic damage mitigation:1||Seismic damagebased tagging:1||Seismic effect:1||Seismic effects:1||Seismic responses:1||Seismic risk:1||Seismic risk assessment:1||Seismicallyvulnerable building frames:1||Seismicallyvulnerable reinforced concrete building frame:1||Shape memory alloy rebar:1||Shapememory alloy wire:1||Shear walls:1||Significant Uncertainty Parameters:1||Skew bridges:1||Soilfoundation effects:1||Stacked long shortterm memory:1||Steel momentframe buildings:1||Steel special momentresisting frames:1||Steel wrapping jacket:1||Strain:1||Stressstrain response:1||Structural modeling assumptions:1||Structural safety and reliability:1||Structuralmodelingrelated uncertainty:1||Timedependent seismic risk:1||Timehistory analysis:1||Traffic light pole:1||Twostage retrofit design process:1||UBPRC column:1||Vertical earthquake:1||active reinforcing fiber:1||aftershock fragility:1||axial force variation:1||bivariate gamma function:1||bridge network analysis:1||bridgespecific fragility:1||building&:1||cold drawing:1||collapse risk:1||component behavior:1||connectivity reliability:1||crimped fiber:1||curved:1||damping:1||delaminated composite plates:1||demolition fragility:1||duration ground motions:1||dynamic behavior:1||equivalent strut model:1||fragility:1||ground acceleration time series data:1||heat sources:1||increased vulnerability:1||infillcolumn interaction:1||joint shear strength:1||limit state model:1||long&:1||lumped plasticity model:1||machine learning:1||machinelearning methods:1||mainshockdamaged structures:1||martensitic SMA bars:1||masonryinfilled reinforced concrete frame:1||microgenetic algorithm:1||model parameter adaptation:1||model validation:1||mortar beam:1||multispan bridges:1||multivariate adaptive regression splines:1||network and bridge fragilities:1||nonductile RC frames:1||numerical model:1||plastic hinge:1||prestressing:1||probabilistic model:1||probabilistic seismic demand model:1||pushover behavior:1||recovery stress:1||rectangular reinforced concrete columns:1||regional risk assessment:1||reinforced and unreinforced joint database:1||reinforced concrete column:1||reinforced concrete structures:1||residual deformation:1||seismic damagebased tagging:1||seismic fragility:1||seismic retrofitting strategy:1||seismic risk:1||selfcentering:1||selfcentering capacity:1||shape memory alloy:1||shear span length variation:1||skewed boxgirder bridge:1||specific loss assessment:1||stacked long shortterm memory:1||steel moment resisting frames:1||stiffness reduction:1||straight:1||successive earthquakes:1||symbolic regression:1||symmetric behavior:1||travel time reliability:1||경제적 손실 평가:1||기능저하:1||붕괴 위험성:1||응력변형률 응답:1||이력모델:1||지진 위험도 범주:1||지진 효과:1||철골모멘트골조:1||초탄성:1||형상기억합금:1||Active learning:1||Active prestressing:1||Aftershock vulnerability:1||Analysis of covariance:1||Artificial neural network:1||Artificial neural network model:1||Bayesian Parameter Estimation:1||Beamcolumn joint model:1||Betweenness centrality:1||Blast performance:1||Bond of concrete:1||Bond strength:1||Bridge:1||Bridge fragility:1||Bridge inventory:1||Bridge network:1||Bridge tagging:1||BridgeClass Fragility Curves:1||BridgeSpecific:1||Bridges:1||Buckling fracture of reinforcement:1||Building frame:1||CFD:1||Circular reinforced concrete bridge columns:1||

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