ScholarWorks@Gyeongsang National University: Lee, Suk Bae

Detailed Information

Lee, Suk Bae (이석배)

건설환경공과대학 (건설시스템공학과)

Research Area

Tel 0557723298
Homepage

ResearcherID ORCiD Scopus Google Scholar ID ResearchGate

Keyword

EGM2008:8||UAV:6||GNSS:6||드론:5||NetworkRTK:4||수준점:4||세계측지계:4||DSM:3||Drone:3||정사보정량:3||정사영상:3||정표고:3||지역측지계:3||Benchmark:3||GPS/Leveling:3||무인비행장치:3||RTK GPS:3||GRS80:3||orthometric height:3||BIM설계:2||DEM:2||Hydrographic surveying:2||기하학적 지오이드고:2||네트워크 RTK:2||Calibration:2||Total Station:2||표준품셈:2||Astrogeodetic geoid:2||지오이드고:2||지적기준점:2||Global geopotential model:2||Construction Confirmation:2||GPS:2||Reverse Engineering:2||Accuracy Level:2||point cloud data:2||무인비행장치측량:2||GPS/leveling:2||hybrid geoid:2||Deflection of the vertical:2||시설물 안전점검:2||Astronomic surveying:2||Geoidal heights:2||포인트 클라우드 데이터:2||Orthoimage:2||Global geodetic reference system:2||Bench Mark:2||Drone Surveying:2||Cadastral control point:2||Geometric geoidal height:2||VRS:2||projected area:2||drone:2||GNSS/Leveling:2||좌표변환:2||GNSS/Geoid Technology:1||GNSS/Geoid기술:1||GNSS/Leveling Technology:1||GNSS/Leveling기술:1||GNSS/leveling:1||GNSS측량:1||GPS/Geoid method:1||GPS/leveling data:1||GPS/leveling 데이터:1||Geoid:1||Geoid Heights:1||Government Owned Land Information System:1||Gravimetric reduction methods:1||Gravity Observation:1||Gravity data quality and spacing:1||Guideline Improvement:1||Height:1||Height Accuracy:1||Helmert orthometric height:1||Hybrid Geoid Heights:1||Hydrographic survey:1||Indirect effect:1||Jinju Castle Gongbukmun:1||KN Geoid13:1||KNGeoid13:1||KNGeoid14:1||LSC fitting:1||LSC 적합:1||Linear Programming:1||Local Government:1||NTRIP service:1||Namgang Dam reservoir area:1||Network RTK:1||Normal correction:1||Normal height:1||Observation condition:1||Optimal Height:1||OrthoCalc. v1.0 Program:1||OrthoCalc. v1.0 프로그램:1||Orthometric Correction:1||Orthometric Height:1||Orthometric correction:1||Orthometric height:1||Orthophoto:1||PPP:1||Philippines:1||Point Cloud Data:1||Point cloud data:1||Position accuracy:1||Precise Regional Geoid Heights:1||Precise ephemeris:1||Precision geoid determination:1||Public Construction Corporation:1||RCR Technique:1||RTM reduction method:1||RTM 환산방법:1||Realtime Surveying:1||Regional Geodetic Reference System:1||Regional geodetic reference system:1||Reservoir:1||Reservoir Area:1||Reservoir Capacity:1||Saastamoinen model:1||Safety inspection:1||Satellite orbit:1||Sediment:1||Simplex Algorithm:1||Site Calibration:1||Smart con struction:1||Standard Work Labor Estimate:1||Standard procedure:1||Standard work estimate:1||Standard work type:1||Succession.:1||TIN:1||Topographic effect:1||UAV Photogrammetry:1||UAV Standard Work Type:1||UAV photogrammetry:1||UAV 표준공종:1||Underground Facilities Map:1||Unified Control Point:1||Unmanned Aerial Vehicle:1||Unmanned Aerial Vehicle(UAV):1||Unmanned aerial vehicle surveying:1||Waiting Time:1||Widening direction:1||Workload per Day:1||World Geodetic Reference System:1||World geodetic reference system:1||World geodetic system:1||Youngjong grand bridge:1||cation exchange capacity:1||change detection:1||coastal monitoring:1||construction project:1||convolutional Siamese network:1||cost estimation:1||dam:1||deformation monitoring:1||digital mapping:1||earth geopotential model:1||earthwork volume:1||ellipsoidal height:1||erosion:1||expressway construction site:1||exterior survey:1||1일 작업량:1||geometric geoidal heights:1||gravimetric geoid:1||gravity:1||gravity observation:1||growth characteristics:1||leastsquares adjustment:1||level network adjustment:1||mosaic orthophoto:1||multitemporal:1||orthometric correction:1||orthophoto:1||point cloud:1||precise geoid determination:1||relative precision:1||river topographic survey:1||shoreline change:1||stereo plotting:1||the sedimental deposit soil:1||traditional surveying method:1||tropospheric delay:1||vertical control points:1||간접효과:1||건설 공기업:1||건설공사 표준품셈:1||건설분야:1||건설자동화기술:1||고속도로 건설현장:1||관측조건:1||교량:1||국공유지 관리시스템:1||균열:1||대기시간:1||댐:1||드론 측량:1||드론 활용:1||디지털 문화유산:1||면적변화량:1||무인비행시스템:1||방송력:1||불규칙삼각망:1||사이트 캘리브레이션:1||상대정밀도:1||상시관측소:1||선형 계획법:1||수치표고모델(DEM):1||수치표면모델:1||스마트건설:1||시공 확인:1||시설물:1||실시간 위치측량:1||심플렉스법:1||안전 점검:1||역설계기술:1||연직선편차:1||영종대교:1||외관조사:1||위성궤도:1||위치정확도:1||저수량:1||저수면적:1||정규고:1||정규보정량:1||정밀력:1||정밀지오이드 결정:1||정확도:1||정확도 수준:1||중력:1||중력지오이드:1||중력학적 환산방법:1||지구중력장모델:1||지구중력장모델를 계산할 수 있다. 천문측지 지오이드고를 산출하고자 할 때에는 천문측량 데이터를 활용하여 연직선편차와 거리의 함수로 천문측지지오이드고를 산출하게 된다. 또 수준점에서 GPS측량을 실시하게 되면 GPS/leveling 데이터에 의하여 기하학적 지오이드고를 산출할 수 있다.최근에 포텐셜 계수로부터 지오이드고를 계산하는 문제는 포텐셜 계수모델의 정확도가 높:1||지리정보시스템:1||지방자치단체:1||지오이드:1||지적도:1||지적재조사측량:1||지침 개선:1||지하시설물도:1||지형효과:1||천문측량:1||천문측지 지오이드:1||최적표고:1||캘리브레이션:1||타원체고 결정:1||토탈스테이션:1||통합기준점:1||투영평면적:1||표고:1||표고 정확도:1||표준 절차:1||표준공종:1||품셈:1||필리핀:1||하이브리드 지오이드:1||하천현황측량:1||합성지오이드:1||항공중력:1||geoidal heights:1||3dimensional Cadastre:1||3D Laser Scanning:1||3D Model:1||3D Modeling:1||3D Modelling:1||3D Printing:1||3D Scanning:1||3D Topographic Model:1||3D model:1||3D topographic model:1||3D 모델:1||3D 모델링:1||3D 스캐닝:1||3D 프린팅:1||3차원 지적:1||3차원 지형모델:1||Accuracy:1||Airborne bathymetry LiDAR:1||Airborne gravimetry:1||BIM Drawing:1||BIM design:1||Bridges:1||Broadcast ephemeris:1||CORS:1||Cadastral Map:1||Cadastral Resurvey Surveying:1||Climax forest:1||Construction Automation Technology:1||Construction Field:1||Construction Standard:1||Coordinates Transformation:1||Coordinates transformation:1||Crack:1||DGNSS:1||DGNSS central office:1||Digital Cultural Heritage:1||Digital Heritage:1||Digital elevation model (DEM):1||Digital terrain model:1||Distribution characteristics:1||Drone Application:1||Drones:1||Echo sounder:1||Ellipsoidal Height Determination:1||Expressway construction site:1||Facility:1||Facility Safety Inspection:1||Facility safety inspection:1||GCP surveying:1||GECO:1||GIS:1||GNSS Static Surveying:1||GNSS surveying:1||GNSS 정적측위방법:1||

STATISTICS: Total View :5,632,913; Today View :11,054

RSS_1.0 RSS_2.0 ATOM_1.0

Gyeongsang National University Central Library, 501, Jinju-daero, Jinju-si, Gyeongsangnam-do, 52828, Republic of Korea+82-55-772-0533

Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.

Detailed Information

Keyword

BROWSE