ScholarWorks@Hanyang University: Cho, Yong Sik

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Cho, Yong Sik (조용식)

COLLEGE OF ENGINEERING (DEPARTMENT OF CIVIL AND ENVIRONMENTAL ENGINEERING)

Research Area: 해안 및 항만공학, 수리학

Tel 02-2220-0393
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지진해일:37||Tsunami:33||tsunami:19||Hazard map:13||NavierStokes 방정식:10||NavierStokes equations:10||Shallowwater equations:10||고립파:8||Runup height:8||처오름높이:8||Inundation:7||runup:7||Solitary wave:7||고유함수전개법:7||천수방정식:6||자유수면 흐름:6||finite volume method:6||shallowwater equations:6||HLLC approximate Riemann solver:6||내부조파:6||반사율:6||수리모형실험:6||자유수면 교정:5||Boussinesq equations:5||Bragg reflection:5||분산보정기법:5||동수압 교정:5||동수압:5||3차원 수치모형:5||numerical simulation:5||inundation:5||Wellbalanced HLLC scheme:5||처오름:5||Finite volume method:5||재해정보도:4||Eigenfunction expansion method:4||runup height:4||multidirectional random waves:4||함몰지형:4||linear shallowwater equations:4||VOF 기법:4||Tsunamis:4||Dispersion effects:4||Dambreak wave:4||free surface correction:4||수중방파제:4||외부흐름:4||eigenfunction expansion method:4||회절:4||유사이송:4||dispersion effects:4||Diffraction:4||비상대처계획:4||유한차분모형:4||부유식방파제:4||earthquake:3||depression of seabed:3||dambreak:3||Free surface flows:3||Shallowwater theory:3||Wavestructure interaction:3||Vorticity:3||Finite difference method:3||NEWTANK:3||파랑의 전파:3||수치분산:3||소류사:3||Threedimensional numerical model:3||선형 천수방정식:3||유한체적법:3||선형 Boussinesq 방정식:3||분산효과:3||지진해일 위험지역:3||부유사:3||범람:3||운동량 원천항:3||레이져 도플러유속계:3||Floating breakwater:3||RMA2:3||다방향 불규칙파랑:3||원자력발전소:3||wave propagation:3||Internal wave maker:3||LDV(Laser Doppler Velocimetry):3||solitary wave:3||Laboratory experiment:3||Long waves:3||rundown height:3||refraction:3||Saint Venant equations:3||nonhydrostatic pressure:3||TVDWAF method:3||Maximum absolute vorticity:3||Probability plot correlation coefficient test:2||2D finite volume model:2||ANSYS CFX:2||Analytical solution:2||Bed load:2||Climate change:2||Crossroad:2||Dam failure:2||EAP:2||Emergency action plan:2||Evacuation simulation:2||Finite volume method.:2||Flood inundation model:2||Flood wave:2||Flow characteristics:2||Flumes:2||Fractional step method:2||Hydrodynamic pressure:2||Imwon Port:2||Inundation Map:2||Inundation map:2||Lmoment ratio diagram:2||LDV system:2||Laboratory experiments:2||Linear Boussinesq equations:2||Linear wave theory:2||Lognormal distribution:2||Moving boundary:2||Numerical analysis:2||Numerical model:2||Pohang New Port:2||Power series:2||Probable maximum tsunami:2||Quadtre grid:2||RCP:2||Reflection coefficient:2||Rotation:2||Runup:2||Runup heights:2||Saint Venant 방정식:2||ShallowWater Equations:2||Shear currents:2||Submarine earthquake:2||Submerged structure:2||Suspended load:2||TVD scheme:2||Trench:2||Tsumai:2||Tsunami hazard area:2||UNET:2||Uncertainties:2||Unstructured Finite Volume Model:2||VOF method:2||WAF method:2||Wave force:2||Wave maker:2||Wave pressure:2||Wave runup:2||analytical solution:2||asymmetry:2||asymmetry parameter:2||boussinesq equations:2||bridge pier:2||cutcell method:2||diffraction:2||directional asymmetry:2||dividing flow:2||dynamic pressure boundary:2||equilibrium scour depth:2||equilibrium time:2||estuary:2||evacuation simulation:2||field survey:2||finite difference method:2||flow intensity:2||free surface flow:2||hazard map:2||horseshoe vortex:2||hydraulic experiments:2||hydrodynamic pressure:2||hydrodynamic pressure correction:2||hydrostatic pressure:2||internal wavemaker:2||leapfrog finite difference scheme:2||linear Boussinesq equation:2||local pier scour:2||local scour:2||long caisson breakwater:2||long wave:2||maximum tsunami heights:2||mildslope equation:2||modified scheme:2||navierstokes equations:2||numerical experiment:2||obliquely incident wave:2||peakdelay force reduction parameter:2||quadrant analysis:2||reflection coefficient:2||reflection coefficients:2||sediment size:2||separation zone:2||shallow water equations:2||shape factor:2||shear stress:2||submerged structure:2||thermally stratified flow:2||unsteadiness:2||variable water depth:2||vertical structure:2||wave force:2||wave transformation:2||가능최대범람확률:2||경사입사파:2||굴절:2||기후변화:2||대피 시뮬레이션:2||댐 붕괴파:2||동수압 모형:2||동역학적 경계조건:2||동일본 대지진:2||부유식구조물:2||불확실성:2||비대칭성:2||사면구조 격자기법:2||사석경사제:2||선형천수방정식:2||세굴:2||수리실험:2||수온성층흐름:2||수치모의:2||수치파동수조(CADMASSURF):2||와:2||위험지역:2||유공부유식방파제:2||유한차분법:2||장파:2||직립구조물:2||처내림높이:2||최대 처오름높이:2||침수심:2||파랑에너지 전달계수:2||파력:2||홍수범람:2||확률도시 상관계수 검정:2||Frobenius series:1||Shallowwater flow:1||Shallowwater flows:1||Fluid dynamics:1||Shear current:1||위험도:1||Shear stress:1||Sihwa Lake:1||Simulation:1||Flow velocity:1||Solitary wave runup:1||Solitary wave runup:1||Solitary waves:1||Sream depletion:1||Staggered grid:1||Stress distribution:1||Subcritical flow:1||Submarine Cable:1||위험도 분포:1||Submerged breakwaters:1||Submerged elliptic shoal:1||위험유속:1||Supercritical flow:1||해저지형:1||TMA shallowwater spectrum:1||현장조사:1||Flow simulation:1||TVDWAF기법:1||Taylor series expansionng:1||Taylor 급수전개법:1||The Saemangeum Tidal Barrier:1||Finite element method:1||Tidal changes:1||Tidal current stress:1||Tide:1||Automatic discharge measurement system:1||유속:1||Finite difference model:1||Tsunami force:1||Tsunami hazard:1||유속분포법:1||Tsunami propagation:1||Tsunami runup height:1||Field survey:1||Twodimensional hydrodynamic model:1||Twodimensional numerical model:1||유속비:1||UNO:1||Artificial neural network (ANN):1||Uncertainty:1||Uncertainty analysis:1||Uneven spacing of vertical piles:1||형상지수:1||Unstructured finite volume model:1||Urban areas:1||Artificial neural network:1||Fault parameters of earthquakes:1||Velocity profile method:1||Vortex:1||FLUMEN:1||이동경계조건:1||WAF기법:1||WENO:1||Water flow:1||Water resources management:1||Water resources stability:1||Watershed Health:1||Wave decomposition:1||임원항:1||Wave height:1||자동유량측정시설:1||Arrival time:1||Wave propagation:1||Wave ray tracing:1||Arbitrary bottom slope:1||Wave transmission coefficient:1||Wave transmission coefficients:1||Energy density spectrum:1||Earthquake:1||Wellbalanced HLLC 기법:1||Wellbalanced conditions:1||advanced oxidation processes (AOPs):1||advection:1||analytical approach:1||자유수면흐름:1||잔교식 안벽 시설물:1||장대 케이슨 방파제:1||axissymmetric topography:1||bayesian neural networks:1||bestfit distribution:1||2004 South Asian Tsunami:1||breakinginduced current:1||Approximate Riemann solver:1||carrier waves:1||central limit theorem:1||coupled model:1||crest height:1||재해피해예측도:1||Early warning:1||Each subwatershed:1||저감계수:1||diffusion:1||적합도 검정:1||discrepancy ratio:1||ESP:1||dispersioncorrection scheme:1||전단응력:1||dynamic boundary condition:1||전달계수:1||EPM:1||effective normal stress:1||Dynamic linking:1||emergency action plan:1||energy loss coefficient:1||전지구모형:1||전파:1||정온도:1||정현파:1||evanescent mode:1||experimental observations:1||fast Fourier transformation:1||제방고:1||지리정보시스템:1||Drought:1||flood intensity:1||flood inundation simulation:1||flooding hazard area:1||floods:1||flow:1||지수산정:1||fractional step method:1||fracture:1||fragility analysis:1||Drainage Gate:1||Approximate Riemann Solvers:1||free surface flows:1||frequency dispersion effects:1||gate discharge:1||generalized Pareto distribution:1||geosmin:1||Andaman and Nicobar Islands:1||high tide:1||지진해일 파력:1||지표산정:1||hydrodynamic model:1||홍수범람모델:1||질량 원천항:1||hydrogen peroxide:1||홍수범람모의:1||internal wave maker:1||Analytical approach:1||Dongbin harbor:1||inundation area:1||inundation depths:1||laboratory experiments:1||3차원 홍수지도:1||leapfrog scheme:1||leapfrog 유한차분기법:1||levee breach:1||linear Bossinesq equations:1||2차원 유한체적모형:1||Dispersion effect:1||linear wave theory:1||천수이론:1||첨두수심:1||lognormal distribution:1||logic tree approach:1||홍수파:1||최대절대와류강도:1||long waves:1||machine learning:1||maximum inundation area:1||maximum spreading parameter:1||최대침수영역:1||최저 처내림높이:1||최적 분포형:1||momentum source function:1||moving boundary:1||multi directional random waves:1||Dispersion Effects:1||mutidirectional random waves:1||축 대칭 지형:1||nearshore tsunami:1||Discharge:1||nonlinear shallow water equations:1||nonlinear shallow equations:1||nonlinearity:1||nuclear power plant:1||축대칭지형:1||numerical modeling:1||Directional wave propagation:1||침수:1||overtopping reduction factor:1||침수방지시설:1||probability distribution type:1||probability plot correlation coefficient test:1||흐름특성:1||quadtree grid:1||quadtree grid system:1||random walk:1||random waves:1||reclamation:1||reduction coefficient:1||침수예상도:1||침수피해방지시설:1||reflective wave:1||Directional asymmetry:1||regular wave:1||ria coasts:1||rubble mound breakwater:1||Delft3DFlow:1||Decomposition of wave:1||Dambreak flows:1||runup heights:1||safety analysis:1||saltwater intrusion:1||scalar transport:1||scour:1||sea level change:1||secondorder wave equation method for advective calculation:1||테트라포드(Tetrapod):1||sediment transport process:1||semiimplicit method:1||separation of variables:1||통항조건:1||shallow water equation:1||투과계수:1||shallow water flows:1||shallowwater:1||Dambreak flow modeling:1||shallowwater theory:1||투수성:1||shear currents:1||파랑구조물 상호작용:1||shockcapturing:1||sigmacoordinate system:1||sinusoidal wave:1||slope source term treatment:1||smagorinsky eddy viscosity:1||Dambreak:1||solitary wave runup:1||south India:1||spatial distribution of overtopping:1||split operator:1||stability:1||staggered grid:1||structures:1||submerged breakwaters:1||확률분포:1||surfsimilarity parameter:1||surfzone hydrodynamics:1||파랑에너지 전달파고비:1||three dimensional inundation map:1||threedimensional numerical model:1||threelevel implicit scheme:1||tidal current energy:1||tidal power plant:1||tidal river:1||transmission coefficient:1||transport:1||trapezoidal submerged breakwater:1||trench:1||Dam failures:1||tsunami hazard:1||tsunami height:1||tsunami modeling:1||twodimensional models:1||typhoon:1||unidirectional irregular wave:1||파랑의 변형:1||unsteady flow:1||upwind scheme:1||2차원 유한요소모형:1||velocity vector map:1||확률분포형:1||water wave:1||wave breaking:1||파력감소계수:1||wave gage:1||wave group:1||wave height:1||wave maker:1||wave overtopping formula:1||DFN:1||wave reflection coefficient:1||파압:1||wave transmission coefficient:1||wavecurrent interaction:1||wellbalanced HLLC 기법:1||wellbalanced scheme:1||가능 최대지진해일:1||파의 전파처오름:1||가뭄:1||가치공학:1||간소화 거푸집:1||감조하천:1||건천화:1||경사식 방파제:1||편수위:1||DART buoy:1||고립파의 거동:1||고유함수 전개법:1||Cutcell system:1||교각:1||교각 국부세굴:1||국부 세굴:1||평면배치계획:1||규칙파:1||기후변동:1||평형 세굴 도달 시간:1||난류모형:1||Cutcell approach:1||내적 변동성:1||Coupled model:1||포항신항:1||댐 붕괴:1||피항:1||도로 교차로:1||Corrected finite difference scheme:1||Connectivity:1||하상물질 입경:1||동수압모형:1||하천:1||한강 하류부:1||동일본 지진해일:1||등속선 분포:1||Conical island:1||류큐해구:1||마루높이:1||마제형 와:1||멱급수:1||Computation:1||방파제:1||방향분포 매개변수:1||Coastal inundation:1||범람방지시설:1||베이시안 가중평균법:1||변수 분리법:1||부산항 신항 송도지역:1||Climate noise:1||부유식 방파제:1||부유식 안벽:1||한계위험유속:1||Circular island:1||부정류:1||부정류적 특성:1||분류흐름:1||분리구역:1||Central limit theorem:1||BretschneiderMitsuyasu spectrum:1||분할격자기법:1||불일치율:1||함몰 지형:1||비구조적 유한체적모형:1||비대칭계수:1||2차원 수치모형:1||Bragg 반사:1||항구:1||사분면 해석방법:1||항내정온도:1||삼척항:1||선박충돌확률:1||선박통항:1||Bragg resonant reflection:1||Boussinesq 방정식:1||항만가동률:1||선형천수이론:1||해상교통안전:1||Boussinesq equation:1||소멸파:1||소멸파 성분:1||Boussinesq Equations:1||해석적인 접근:1||해석해:1||수정차분기법:1||Hydraulic Experiments:1||Hydraulic model test:1||수중 구조물:1||Immersed boundary method:1||수중구조물:1||Index:1||Indicators:1||Internal variability:1||Higher wave:1||Hierarchical Bayesian model:1||Bestfit distriburion:1||Inundation frog:1||해안범람:1||Inundation risk:1||Irregular wave:1||Isovel distribution:1||Korean Eastern Coast:1||Lmoment method:1||수치모형실험:1||Lmoments method:1||Lshaped wave maker:1||L모멘트 비 다이어그램:1||L모멘트법:1||Bayesian model:1||Hazard Map:1||LN3:1||HLLC Riemann 근사해법:1||수치실험:1||해일고:1||Linear ShallowWater Theory:1||Linear shallowwater equation:1||Linear shallowwater equations:1||시설물의 노후화:1||심해설계파:1||Long detached breakwater:1||Long wave:1||Geum River basin:1||Geographic information system:1||Maximum runup heights:1||Maximum tsunami height:1||Maximum tsunami heights:1||Mildslope equation:1||Momentum source functions:1||Monthly runoff prediction:1||Morphodynamics:1||엇갈림격자:1||Mutual information:1||Generalized Pareto distribution:1||NOM:1||Gaussian hump:1||GPA:1||Nonlinear effects:1||Nonlinear shallow water equation:1||Nonlinear shallowwater equation:1||Normal distribution:1||Nuclear power plant:1||Numerical Modeling:1||여유고:1||Numerical dispersion:1||Numerical experiments:1||해저지진:1||Numerical models:1||Numerical simulation:1||Offshore wind farm:1||PIV시스템:1||PPCC 기법:1||Peak water depth:1||Physical modeling:1||완경사 방정식:1||Poisson equation:1||Poisson 방정식:1||외부 흐름:1||Probability:1||Probability distribution type:1||2MIB:1||Probable maximum flooding probability:1||Bayesian machine learning:1||Propagation:1||Protection Method:1||요철단면:1||RANS 방정식:1||RANS방정식:1||RCF 3 pumping test:1||Bathymetry:1||RMA2:1||RMA2 모형:1||RMA4:1||GCM:1||RMA4:1||Random wave loads:1||Random waves:1||울산신항:1||Reflection coefficient.:1||Regression analysis:1||Regular wave:1||Response surface methodology (RSM):1||Reynolds 방정식:1||Risk analysis:1||Risk assessment:1||River Restoration:1||BWA:1||Rubble mound breakwater:1||Rundown height:1||원해 지진해일:1||GAC:1||월파량 산정식:1||Runup and rundown:1||Runup height:1||Ryukyu Trench:1||Frobenius 급수:1||월파량 저감계수:1||Saint VenantExner equations:1||SaintVenant equation:1||SaintVenant equations:1||SaintVenant 방정식:1||Scouring:1||Secondorder upwind scheme:1||Sediment:1||Sediment transport:1||Sediment transports:1||Segregated and Blocked Space:1||Sellafield area:1||Semiimplicit method:1||Shallow water:1||Shallow water equation:1||Shallow waters:1||월파의 공간적 분포:1||

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