ScholarWorks@Hongik: Kim, Taesik

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Kim, Taesik (김태식)

Engineering (Civil and Environmental Engineering)

Research Area: 토목공학, 지반공학, Civil Engineering, Geotechnical Engineering

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Fourier descriptor:4||Drone:3||Ground deformation:3||Deep excavation:3||Inverse analysis:3||Parking Space:2||Metropolitan railway:2||깊은 굴착:2||Settlement:2||Soil parameters:2||지반 변형:2||small strain:2||물성 값:2||Shape analysis:2||Vehicular cloud computing:2||표정속도:2||퓨리에 기술자:2||Jumunjin sand:2||Strain response envelope:2||Expected execution time:2||block sample:2||Excavation:2||역해석:2||Inclinometer:2||Scheduled speed:2||Conditional merging:1||Connected cars:1||Contact force:1||Correlation:1||Cost minimization:1||Crack detection:1||Crackbridging:1||Crimped fiber:1||Cross correlation:1||Curved multiframe concrete boxgirder bridges:1||Cyclic compression:1||Damping ratio:1||Data Center:1||Datacenter:1||Dissa sand:1||Door width:1||Dynamic centrifuge test:1||Dynamic scheme:1||Earthquake:1||Elastic wave:1||Excavations:1||Express/local:1||Finite element analysis:1||Fourier series:1||Fourier transform:1||Fractal:1||Frequency domain approach:1||GRU:1||Geotechnical engineering:1||HS model:1||HS 모델:1||Hardening soil model:1||Hardening soil with small strain:1||Hierarchical Network:1||Highperformance train:1||Horizontal curvature:1||Hypoplasticity:1||ITO cathode:1||Inversing:1||Job partitioning:1||LiDAR:1||Light rail transit (LRT):1||Line Data:1||Line laser:1||Matmata sand:1||MohrCoulomb model:1||Monitoring mission:1||Mono and tricolored:1||Morphology:1||Network life time:1||Nonlinearity:1||Numerical simulation:1||Operation time:1||Optimal number of checkpoints:1||Particle assembly:1||Pavement blocks monitoring:1||Pavement blocks profile.:1||Photoelastic measurement:1||Photogrammetry:1||Power consumption model:1||Prestressing:1||Quantum dotlightemitting diode:1||Ras Al Khair sand:1||Realtime road monitoring:1||Recent stress history:1||Reconstituted sample:1||Rendezvous point:1||Resource Allocation:1||Resource allocation:1||Response:1||Retaining wall:1||Risk map:1||Road surface measurement:1||Roundness:1||SPT:1||Seismic fragility:1||Sensor:1||Sensor Networks:1||Shape:1||Shape memory alloy:1||Shear modulus:1||Sidetrack:1||Sidewalk Block:1||Silt:1||Singular value decomposition:1||Slope:1||Snow melting system:1||Soft Soil:1||Soft clays:1||Soil arch:1||Soil moisture:1||Soil particles:1||Sphericity:1||Stable train operation:1||Stiffness:1||Strain:1||Stress path:1||Structured clay:1||Task allocation:1||Task size:1||Time domain approach:1||Transparent:1||Trapdoor test:1||Triaxial test:1||Unmanned ground vehicle (UGV):1||VCC(Vehicular Cloud Computing):1||Vehicular Cloud Computing:1||Vehicular Networks:1||WSNs:1||Wireless sensors:1||adaptive duty cycle:1||bender elements:1||bounding surface model:1||braced excavation:1||chicago clay:1||cone penetration test (CPT):1||crosshole test:1||deep excavation:1||displacement detection:1||down hole seismic test:1||elastic shear modulus:1||entropy analysis:1||expected execution time:1||experiments:1||finite element:1||laser incidence angle:1||linear structure extraction:1||maximum shear modulus:1||merging point cloud data frames:1||mobility:1||model:1||opening geometry:1||optimal task size:1||paving block:1||point cloud data:1||projection origin:1||radial mapping:1||scanning geometry:1||seismic CPT:1||shear wave velocity:1||soil parameters:1||stiffness:1||stress probe tests:1||stress probing test:1||task partitioning algorithm:1||terrestrial laser scanning:1||terrestrial photogrammetry:1||triaxial test:1||tunnel excavation:1||vehicular data center:1||window size optimization:1||강성:1||고성능 전동차:1||광역도시철도:1||굴착:1||급행/완행:1||대피선:1||도시철도:1||드론:1||라스 알 카이르 사질토:1||벤더 엘리먼트:1||변형률 응답 곡선:1||복합 민감도:1||비선형성:1||비탈면:1||삼축 시험:1||상호상관법:1||승하차 모델:1||승하차시간:1||시간 영역 분석:1||예상 수행 시간:1||이방성:1||작업 분할 알고리즘:1||적응형 관리 기술:1||전산 해석:1||조건부 합성:1||주문진 표준사:1||주파수 영역 분석:1||차량 데이터 센터:1||최적 작업 크기:1||출입문 폭:1||침하:1||탄성파:1||포토그래메트리:1||퓨리에 변환:1||프랙탈:1||형상:1||2D laser profiling:1||형상 분석:1||3D Laser Sensor:1||3D model:1||3D scanner:1||3D 모델:1||3차원 스캐너:1||Abutment skew:1||Adaptive dutycycling:1||Adaptive management technique:1||Adaptive sampling:1||Adaptive update algorithm:1||Anisotropy:1||Bender elements:1||Block Joint Detection:1||Block sample:1||Block samples:1||Boarding and alighting model:1||Boarding and alighting time:1||Carbonate sand:1||Checkpoint mechanism:1||Chicago Clay:1||Chicago clay:1||Cloud server:1||Column height:1||Composite scaled sensitivity:1||

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94, Wausan-ro, Mapo-gu, Seoul, 04066, Korea02-320-1314

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