ScholarWorks@Hanyang University ERICA Campus: Kwak, Dong Youp

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Kwak, Dong Youp (곽동엽)

COLLEGE OF ENGINEERING SCIENCES (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

Research Area: 지반공학, 지반지진공학, Geotechnical Engineering, Geotechnical Earthquake Engineering

Tel 031-400-5141
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HVSR:8||Liquefaction:4||VS30:4||Ground motion:3||ground motion:3||Site response:3||ground motion model:3||Site response analysis:3||Intensity measures:2||site amplification:2||PGA:2||Strain Fourier spectrum:2||database:2||최대지반가속도:2||인발저항력:2||earthquake:2||라이프라인:2||매크로조네이션:2||표준관입시험:2||KNET:2||Numerical model:2||Seismic fragility function:2||Modified equivalent linear analysis:2||비닐하우스:2||South Korea:2||해저산사태:2||KiKnet:2||High frequency:2||상수도:2||fundamental frequency:2||Frequency dependency:2||지반분류:2||bedrock depth:2||지진재해 위험도:2||shear wave velocity:2||지진취약도함수:2||FloodControl levees:1||Fragility function:1||Frequency domain:1||Frequency ranges:1||Frequencydependent:1||Frequencystrain curve:1||GMM:1||GMPE:1||Geothermal Heat Pump:1||Greenhouse:1||Ground motion amplification:1||Ground motion model:1||Ground motion models:1||Ground motions:1||Groundmotion models (GMMs):1||Haenam earthquake:1||Highspeed railway:1||Honam highspeed railway:1||Hydrothermal coupled analysis:1||Industry:1||Instrumented levee arrays:1||Jacket substructure:1||Jupyter:1||LPI:1||Levees:1||Levelcrossing statistics:1||Linear combination:1||Linear regression analysis:1||Liquefaction potential index:1||Longitudinal displacement profile:1||MDOF analysis:1||MDOF분석:1||MEMS:1||MEMS Sensor:1||MEMS 센서:1||Macrozonation:1||Micromechanical devices:1||Monte Carlo simulations:1||NVS model:1||NVs:1||NVs 경험식:1||NGA:1||Nearfault ground motion:1||Next Generation Attenuation for Subduction:1||Noise level:1||Observatories:1||Offshore wind turbine:1||Optimized coefficients:1||Optimized weight:1||PFA:1||PGA amplification factor:1||PGA, Probability of damage:1||Probabilistic seismic hazard analysis:1||Probability of damage occurrence:1||Proxy:1||Pulseperiod:1||Quadratic programming:1||Residual analysis:1||Resonant frequency:1||Response spectra:1||Rupture directivity:1||SPT:1||SPT N:1||SPTN값 레이어:1||Seismic analysis:1||Seismic damage:1||Seismic fragility model:1||Seismic hazard analysis:1||Seismic hazard map:1||Seismic intensity service:1||Seismic measurements:1||Seismic motion:1||Seismic risk:1||Seismic site coefficients:1||Seismic wave process:1||Semivariogram:1||Sensitivity:1||Sensor stabilization:1||Seoul:1||Shinkansen:1||Simplified method:1||Simplified procedure:1||Site amplification:1||Site conditions:1||Site effect:1||Site effects:1||Smartphone:1||Soil compaction:1||Soil hardness:1||Soil liquefaction:1||Soils:1||South Korea seismic network:1||Spatial correlation:1||Spatially variable:1||Standard penetration test (SPT):1||Standing column well:1||Steel peg:1||Strong ground motion:1||Strong motion:1||Structural response amplification:1||System reliability:1||Train:1||Transfer function:1||Tunnel:1||Underground structure:1||Uniform hazard response spectrum:1||V S:1||V S30:1||VS(30):1||VS30 map:1||VS30지도:1||VSZ:1||Velocity pulse:1||Vs:1||Water content:1||Water distribution system:1||Weighted GMMs:1||Weighted combination:1||Weighted linear combination:1||aftershock:1||attenuation:1||automation:1||average shear wave velocity:1||bandpass filter:1||baseline correction:1||convexity:1||damage estimation chart:1||damage index:1||damage level:1||damage probabilities:1||delta:1||dynamic numerical analysis:1||earthquake  risk:1||earthquake swarm:1||empirical and numerical:1||erosion basin:1||f(0) map:1||f(0)D model:1||forced displacement:1||fragility curve:1||frame structure:1||geotechnical:1||greenhouse foundation:1||high density seismic network:1||highspeed railway:1||ifeline:1||indoor model test:1||investigation:1||linear combination:1||modified mercalli intensity (MMI) map:1||nonergodic site effect:1||nonlinear:1||observation:1||optimized weights:1||preliminary  investigation:1||processing:1||pullout resistance:1||quadratic programming:1||rebar stake:1||relational database:1||risk assessment:1||sedimentary basins:1||seismic fragility function:1||seismic fragility models:1||seismic hazard:1||settlement trough:1||shear wave velocity profile:1||site:1||site classification:1||site parameter:1||site parameters:1||site response analysis:1||slope:1||soil hardness:1||soil water content:1||subduction earthquakes:1||temporary station:1||terrain classification:1||texture:1||tunnels:1||underground structure:1||urban  area:1||weighting:1||withinrock records:1||가상현실:1||가중조합:1||개착식 철도 터널:1||경험적 방법:1||계기진도:1||고주파수:1||공명주파수:1||굴착식 터널:1||기반암깊이:1||기상이변:1||기초보강:1||내진해석:1||농가보급지도형  비닐하우스:1||대심도 지하철 역사:1||도심지:1||동적실내모형시험:1||동해:1||모델:1||모형토조:1||변동계수:1||변형률 푸리에 스펙트럼:1||불평균하중:1||비탈면 붕괴:1||사전 조사:1||상시미동:1||서울:1||선형 가중 조합:1||센서 안정화:1||손상 상태:1||수정된 등가선형해석:1||수치 모델:1||수치해석 모델:1||스마트폰:1||액상화:1||여유고:1||열차:1||울릉분지:1||위상  속도:1||인공지능:1||인발저항:1||인위적 진동:1||일반선형회귀분석:1||입력지진파:1||자켓 지지구조:1||잔차 분석:1||재해 훈련:1||전단파  속도  주상도:1||전단파 속도 주상도:1||전단파속도:1||전달함수:1||전주:1||정점주파수:1||제방:1||조건부 평균 스펙트럼:1||주파수 의존성:1||지도학습:1||지반운동예측모델:1||지진 운동,:1||지진 재해:1||지진취약도:1||지진취약도 함수:1||지진파 계기보정:1||지하구조물:1||지형 효과:1||지형특성:1||진도서비스:1||철항:1||철항, 토성:1||취약도곡선:1||친환경  토양안정제:1||토양경도계:1||토층평균전단파속도:1||통계적 모델:1||표면파  탐사:1||표면파 탐사:1||표층 강도:1||프락시:1||플랫파일:1||피해 확률:1||피해발생확률:1||해상풍력발전기:1||해저지반물성, 동적실내모형시험:1||1g 진동대 시험:1||홍수:1||2004 Niigata Chuetsu earthquake:1||2004 Niigata earthquake:1||2011 Tohokuoki earthquake:1||2016 Kumamoto earthquake:1||2017 Pohang earthquake:1||Accelerometers:1||Adaptive Chirp Mode Pursuit:1||Ambient noise:1||Artificial vibration:1||Asymmetric Gaussian Chirplet Model:1||Bored tunnel:1||Bridge:1||Buildings:1||CL:1||CSRN curve:1||CV:1||Coherency function:1||Conditional mean spectrum:1||Cone penetration test (CPT):1||Cutandcover railway tunnel:1||DEM:1||Damage state:1||Design response spectrum:1||Distance ranges:1||Distributed infrastructure:1||Earthquake effects:1||Earthquake swarm:1||Earthquakes:1||Effectivestress site response analysis:1||Empirical method:1||Equivalent linear:1||Excess pore water pressure:1||Extrapolation:1||Finitevolume method:1||Flatfile:1||

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