ScholarWorks@SUNGKYUNKWAN UNIVERSITY: KIM, JIN KOO

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KIM, JIN KOO (김진구)

Engineering (Civil, Architectural Engineering and Landscape Architecture)

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Seismic retrofit:28||seismic retrofit:20||Seismic performance:19||Fragility analysis:13||progressive collapse:12||Progressive collapse:9||Selfcentering:7||seismic performance:7||fragility analysis:7||Slit dampers:7||seismic design:7||Friction dampers:6||slit dampers:6||friction dampers:5||selfcentering:5||Viscoelastic dampers:5||nonlinear dynamic analysis:4||moment frames:4||seismic hazard:4||Incremental dynamic analysis:4||Life cycle cost:4||Hysteretic dampers:4||Nonlinear dynamic analysis:3||MR dampers:3||Performancebased design:3||Moment frames:3||seismic engineering:3||shape memory alloy:3||Energy dissipation:3||soilstructure interaction:3||Energy dissipation device:3||genetic algorithm:3||Seismic design:3||incremental dynamic analysis:3||Seismic fragility:3||lifecycle cost:3||Viscous dampers:3||viscoelastic dampers:3||Sensitivity analysis:3||optimum design:3||passive control:2||Monte Carlo simulation:2||steel frame:2||Precast concrete:2||buckling restrained braces:2||Genetic algorithm:2||Rotational friction dampers:2||Tornado diagram:2||Kriging model:2||Seismic connections:2||유한요소해석:2||hysteretic dampers:2||Nonlinear analysis:2||Vehicle collision:2||장기처짐:2||seismic fragility:2||접합부:2||Energy dissipation devices:2||Bucklingrestrained braces:2||bucklingrestrained braces:2||Posttension:2||Seismic performance evaluation:2||층간소음:2||seismic analysis:2||Firstorder second moment:2||vibration control:2||Artificial neural network:2||artificial neural network:2||Machine learning:2||Offshore structures:2||Loss modulus:2||multi objective optimization:2||Composite modular system:2||합성 모듈러 시스템:2||nonlinear analysis:2||바닥완충재:2||선형화방법:2||energy dissipation devices:2||Connection stiffness:2||sensitivity analysis:2||soft firststory:2||Impact analysis:2||Storage modulus:2||Pushover analysis:2||RC structures:2||Shaking table test:2||special truss moment frames:2||Fuzzy random analysis:2||energy based design:2||Prefabricated concrete:1||Pushdown analysis:1||Pushover:1||Reinforced concrete:1||Reinforced concrete special moment resisting frame:1||Reliability:1||Response reduction factor:1||Seismic analysis:1||Seismic engineering:1||Seismic excitation:1||Seismic lifecycle cost:1||Seismic performance factors:1||Seismic retrofit: hysteretic dampers:1||Sensitivity:1||Site effect:1||Slip load distribution:1||Slit damper:1||Slotted bolted connection type:1||Soft firststory structures:1||Soft story:1||Softfirst story:1||Softfirststory structures:1||Soilstructure interaction:1||Soilstructure interactions:1||Special truss moment frames:1||Staggered truss:1||Staggered truss systems:1||Staggered wall structures:1||Steel bracing:1||Steel moment frames:1||Steel moment resisting frames:1||Steel plate slit dampers:1||Subassembalge tests:1||Submersion:1||Substructure test:1||Tall buildings:1||Temperaturedependent properties:1||Thermodynamic behaviors:1||Time history analysis:1||Tornado diagram analysis:1||Transmission tower:1||Unconstrained length:1||Uniaxial tests:1||Virtual work method:1||Viscoelastic (VE) damper:1||Viscoelastic damper:1||Viscoelastic material:1||Viscoelastic plate:1||Wind load:1||accumulated ductility:1||adjacent structures:1||asymmetric structures:1||beamcolumn subassemblage:1||behavior factors:1||boundary DOF:1||building systems:1||buildings:1||cable:1||capacity design:1||capacity spectrum method:1||catenary action:1||column jacketing:1||concrete cylinder:1||confidence:1||confined concrete:1||cyclic loading test:1||cyclic test:1||damping device:1||deformability:1||discsprings:1||ductility factors:1||energy dissipation device:1||energybased design:1||energybased seismic design:1||equivalent system:1||fiberreinforced polymer:1||firstorder secondmoment method:1||fixed jacket offshore structures:1||friction damper:1||friction damping:1||genetic algorithm optimization:1||genetic optimization:1||higherorder fractional derivative model:1||honeycomb:1||hybrid dampers:1||hysteretic damper:1||hysteretic energy:1||hysteretic energy spectrum:1||input energy:1||internal variable theory:1||lateral confining pressure:1||life cycle cost:1||loss assessment:1||lowdamage structures:1||mainshockaftershock:1||material nonlinearity:1||mechanical properties test:1||megafram:1||metallic damper:1||modal mass:1||multiobjective optimization:1||nonlinear dynamic analysis:1||nonlinear time history analysis:1||outrigger:1||overstrength factors:1||panel zone:1||performance evaluation:1||plastic design:1||posttension:1||posttensioned precast concrete frame:1||precast concrete:1||reinforced concrete special moment frame:1||response factors:1||response modification factors:1||robust optimization:1||rotational inertia dampers:1||seismic capacity:1||seismic dampers:1||seismic demand dispersion:1||seismic life cycle cost:1||seismic performance evaluation:1||seismic risk:1||selfcentering capability:1||side plates:1||slit damper:1||soft firststory structure:1||soft firststory structures:1||softfirst story:1||soil structure interaction:1||staggered wall:1||staggered wall structures:1||staggered wall systems:1||steel bracing:1||steel moment frames:1||steel moment resisting frames:1||steel slit dampers:1||steel spiral:1||steelframe assembly:1||stiffnessequivalent load:1||strengthbased design:1||structural analysis:1||structural design:1||structural health monitoring:1||structure systems:1||superelastic effect:1||system identification:1||temperature–frequency equivalent principle:1||tilted structures:1||toggle bracing:1||tunedmass dampers:1||u:1||uncertainty:1||vehicle collision:1||vehicle impact:1||vibration analysis:1||vibration mitigation:1||virtual work method:1||viscoelastic damper:1||viscous dampers:1||viscous damping:1||개방형 모듈러 시스템:1||능력스펙트럼 해석법:1||뜬바닥구조시스템:1||성능점:1||손실계수:1||연쇄 붕괴:1||유한요소 해석:1||차량 충돌:1||침수:1||ATC63:1||합성단면:1||Alternate path approach:1||Alternate path method:1||Asymmetric structures:1||BRB:1||Beamcolumn joint:1||Bolted connection:1||Bracingfriction damper system:1||Buckling load:1||Buckling restrained brace:1||Bucklingrestrained brace:1||Capacity design:1||Capacity spectrum method:1||Component test:1||Composite section:1||Compressionmode:1||Conditional spectrum:1||Cyclic loading test:1||Damage index:1||Damage state probability:1||Damaged building:1||Damped cable system:1||Damping devices:1||Ductility:1||Ductility demand:1||Dynamic magnification factors:1||Equivalent damping ratio:1||FE analysis:1||FEM:1||FEM explicit analysis:1||FEMA P58:1||FEMA P695:1||Finite Element Analysis:1||Finite element analysis:1||Finite element method:1||Finiteelement analysis:1||Fixed jacket platforms:1||Floating floor system:1||Floor Damping Materials:1||Floor damping materials:1||Floor noise:1||Fragility:1||Fragility curve:1||Friction damper:1||Fuzzy analysis:1||Fuzzy inference system:1||Fuzzy variable:1||Graphic user interface:1||Ground motion selection:1||Hinfinity optimal model reduction:1||Honeycomb panel:1||Hybrid damper:1||Hybrid dampers:1||Hysteretic damper:1||ISO 20392:1||ISO20392:1||Impact load:1||Incremental dynamic analyses:1||Integrated system:1||LCC:1||Linear static analysis:1||LongTerm Deflection:1||Longterm deflection:1||Loss Factor:1||Mathematical model:1||Mechanical property test:1||Meta models:1||Momentresisting frames:1||Moving heat source:1||Multiobjective optimization:1||N2 method:1||NSGAⅡ:1||Neural network:1||NewtonRaphson method:1||Noise Through Floor:1||Nonlinear time history:1||Nonlinear time history analysis:1||Nonlocal effect:1||Offshore jacket platform:1||Opensided modular system:1||Optimization:1||Optimum design:1||Overstrength:1||PBSD:1||Particle Swarm Optimization (PSO):1||Performance point:1||Performancebased seismic design:1||Plastic design:1||Power transformer:1||

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(03063) 25-2, SUNGKYUNKWAN-RO, JONGNO-GU, SEOUL, KOREAsamsunglib@skku.edu

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