ScholarWorks@Gyeongsang National University: Shin, Ji Uk

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Shin, Ji Uk (신지욱)

공과대학 (건축공학부)

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Tel 0557721754
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Vibration attenuation:5||Fiberreinforced polymer jacketing system:4||LSDYNA:4||Friction damper:4||유한요소해석:3||Nonstructural components:3||blast performance:3||철근콘크리트 기둥:3||Retrofit scheme:3||FireSpread:2||Blast load:2||Cyclic load test:2||RC column:2||RC frame:2||UHPC:2||Seismic performance:2||machine learning:2||Finite Element Analysis:2||FEM:2||ENTA damper:2||Machinelearning:2||Finite element model:2||폭발 모델링:2||reinforced concrete column:2||CJS hybrid structural systems:2||Reinforced concrete frame building:2||Fire Following Earthquake:2||coupling modeling method:2||cyclic loading:2||Shaking table test:2||Shaking table testing:2||FRP jacketing system:2||Optimum retrofit scheme:2||finite element analysis:2||Experts Cheacklist:1||FE model:1||FEA:1||FFE:1||FFE):1||Fatigue performance:1||Fatigue wind load:1||Finite element Analysis:1||Finite element analysis:1||Fire Burned Ratio:1||Fire Following Earthquake Assessment Method:1||Fireburned rate:1||Firefollowing earthquake:1||Fireresistant Structure Type:1||Firespread simulation:1||Flexural failure:1||Flexureshear failure:1||Fragility analysis:1||Gravitydesigned building frame:1||Green retrofit:1||Hybrid machinelearning technique:1||Ignition:1||Ignition rate:1||Incremental dynamic analysis:1||LSDyna:1||Largescale testing:1||Machine learning:1||Machine learning model:1||Multidimensional structural parameter&nbsp:1||Multihazard loads:1||NonExperts Checklist:1||Nonbuilding Structures:1||Onedimensional slide line model:1||Pilotitype reinforced concrete building:1||Polyurea:1||Pulley wireway:1||Pulley wireway system:1||RC shear walls:1||Rapid decisionmaking tool:1||Rapid seismic performance assessment:1||Regional seismic assessment:1||Reinforced Concrete Column:1||Reinforced concrete building:1||Reinforced concrete columns:1||RepairedFRP:1||Retaining Wall:1||Retrofit effect:1||Retrofit strategy:1||Retrofit system:1||Retrofitted Frame:1||Retrofitted RC column:1||Risk Indicator:1||Sand mold:1||Sandwich core structure:1||Seismic damage mitigation:1||Seismic load:1||Seismic reliability:1||Seismic retrofit:1||Seismic strengthening:1||Seismicallydeficient RC frame:1||Seismicallydeficient details:1||Seismicallydeficient reinforced concrete column:1||Seismicallydeficient reinforced concrete frame:1||Seismicallyvulnerable RC Buildings:1||Seismicallyvulnerable RC school buildings:1||SelfInspection:1||Selfinspection scenario:1||Shear connection:1||Shear failure:1||Shear strength:1||Simulation analysis:1||Stone pagoda:1||Structural safety:1||Successive Earthquakes:1||Thermal bridge:1||UHPC composite panel:1||Vertical extension:1||Wall Frame System:1||Wireway:1||Wireway vibration attenuation system:1||Wirewaypulley system:1||allowable axial load range:1||artificial neural network:1||classification model:1||column failure modes:1||concrete constitutive models:1||concretefilled steel tube column:1||data based:1||disaster prevention:1||ductility and residual capacitybased performance limits:1||evolutionary hybrid model:1||existing buildings:1||finite element model:1||finite element simulation:1||fire occurrence:1||fragility assessment:1||frequencybased model:1||genetic algorithm:1||green retrofit/vertical extension:1||incremental dynamic analysis:1||loadbearing capacity assessment:1||multistep analysis process:1||multivariate adaptive regression spline:1||nonductile reinforced concrete column:1||nonlinear finite element simulation:1||pilotitype building:1||posttensioned:1||property damage prediction:1||pushover analysis:1||reinforced concrete columns:1||reinforced concrete foundation:1||reinforced concrete frame building:1||reinforced concrete shear wall:1||retrofitted RC frame:1||safe and sustainable structure:1||seismic performance evaluation:1||seismic retrofit method:1||simple column details:1||soil&#8211:1||steel strut–tie retrofit system:1||structure interaction effect:1||surfaces:1||sustainability performance:1||ultimate capacity:1||내화구조유형:1||밀집도:1||반복하중:1||벽식 골조시스템:1||변위 기반 폭발손상:1||보강된 골조 실험체:1||소실율:1||연소저항율(CVF):1||위험지표:1||유한요소해석 프로그램:1||지진화재:1||지진화재(Fire Following Earthquake:1||클러스터:1||폭발 모델링 기법:1||폭발 성능평가기법:1||폭발저항성능평가:1||3D printing:1||화재확산:1||3DEC:1||Allowable axial load range:1||Aramid FPR:1||Aramid composites:1||Blast Performance:1||Bondslip Effect:1||Bondslip effect:1||Brick masonry:1||CCFST:1||CVF:1||Chatbot:1||Cluster:1||Coefficient of friction:1||Coupling Modeling Method:1||Cyclic Loading:1||Cyclic lateral loading:1||Cyclic loading:1||Damage prevention:1||Deep neural network:1||Density:1||Digital image correlation:1||Discrete element method:1||Distinct element method:1||Dummy masses:1||ENTA Damper:1||ENTA 댐퍼:1||Earthquakeresistant performance:1||Effective bond length:1||Effectiveness of retrofit system:1||Existing Reinforced Concrete:1||Existing buildings:1||Existing reinforced concrete building:1||Experiment:1||

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