• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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• pp.859-861
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• 2003

In order to present a space in details, it is indispensable to acquire 3D shape and texture simultaneously from the same platform. 3D shape is acquired by Laser Scanner as point cloud data, and texture is acquired by CCD sensor. Positioning data is acquired by IMU (Inertial Measurement Unit). All the sensors and equipments are assembled on a hand-trolley. In this research, a method of integrating the 3D shape and texture for automated construction of Digital Surface Model is developed. This Digital Surface Model is applied for efficient feature extraction. More detailed extraction is possible , because 3D Digital Surface Model has both 3D shape and texture information.

• Journal of the Korean Association of Oral and Maxillofacial Surgeons
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• 제34권5호
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• pp.555-561
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• 2008

Purpose: The goal of this study was to develop a technique for creating a computerized composite maxillofacial-dental model, based on point-based surface best fit algorithm and to test its accuracy. The computerized composite maxillofacial-dental model was made by the three dimensional combination of a 3-dimensional (3D) computed tomography (CT) bone model with digital dental model. Materials and Methods: This integration procedure mainly consists of following steps : 1) a reconstruction of a virtual skull and digital dental model from CT and laser scanned dental model ; 2) an incorporation of dental model into virtual maxillofacial-dental model by point-based surface best fit algorithm; 3) an assessment of the accuracy of incorporation. To test this system, CTs and dental models from 3 volunteers with cranio-maxillofacial deformities were obtained. And the registration accuracy was determined by the root mean squared distance between the corresponding reference points in a set of 2 images. Results and Conclusions: Fusion error for the maxillofacial 3D CT model with the digital dental model ranged between 0.1 and 0.3 mm with mean of 0.2 mm. The range of errors were similar to those reported elsewhere with the fiducial markers. So this study confirmed the feasibility and accuracy of combining digital dental model and 3D CT maxillofacial model. And this technique seemed to be easier for us that its clinical applicability can good in the field of digital cranio-maxillofacial surgery.

• 대한치과교정학회지
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• 제42권4호
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• pp.169-181
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• 2012

Objective: The purpose of this study was to develop superimposition method on the lower arch using 3-dimensional (3D) cone beam computed tomography (CBCT) images and orthodontic 3D digital modeling. Methods: Integrated 3D CBCT images were acquired by substituting the dental portion of 3D CBCT images with precise dental images of an orthodontic 3D digital model. Images were acquired before and after treatment. For the superimposition, 2 superimposition methods were designed. Surface superimposition was based on the basal bone structure of the mandible by surface-to-surface matching (best-fit method). Plane superimposition was based on anatomical structures (mental and lingual foramen). For the evaluation, 10 landmarks including teeth and anatomic structures were assigned, and 30 times of superimpositions and measurements were performed to determine the more reproducible and reliable method. Results: All landmarks demonstrated that the surface superimposition method produced relatively more consistent coordinate values. The mean distances of measured landmarks values from the means were statistically significantly lower with the surface superimpositions method. Conclusions: Between the 2 superimposition methods designed for the evaluation of 3D changes in the lower arch, surface superimposition was the simpler, more reproducible, reliable method.

• 한국측량학회지
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• 제38권1호
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• pp.43-48
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• 2020

석회석 채광을 위한 노천광산에는 산림훼손과 지형의 급격한 변화로 급경사의 절개면이 발생하기 때문에 안전사고 예방을 위한 기술개발과 많은 노력이 필요하다. 환경파괴를 줄이고, 노천광산의 안전한 개발을 위해서는 정확한 3차원 지형정보를 제작하여야 한다. 이에 본 연구에서는 무인항공기를 이용하여 사진촬영 및 3D 레이저 스캔을 수행하고, 노천광산에 대한 지형정보를 구축하였다. 무인항공기로 취득된 데이터의 처리를 통해 DSM (Digital Surface Model), DEM (Digital Elevation Model) 및 정사영상을 제작하였으며, 결과물을 GNSS (Global Navigation Satellite System) 측량성과와 비교하여 정확도를 평가함으로써 활용성을 제시하고자 하였다. 연구 결과 사진 및 3D 레이저 스캐닝 결과물의 정확도는 각각 11cm, 8cm 정도를 나타내었으며, 정확도 평가 결과와 데이터의 특징 분석을 통해 무인항공기를 이용한 노천광산의 지형정보 구축에 대한 활용성을 제시할 수 있었다. 향후 광물자원 개발 분야에 무인항공기를 이용한 정확한 3차원 지형정보의 구축 및 활용은 효과적인 광산관리 및 안전사고 예방에 크게 기여할 것이다.

• 한국측량학회지
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• 제37권6호
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• pp.499-506
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• 2019

정규수치표면모델(NDSM: Normalized Digital Surface Model)은 원격탐사데이터의 상세 분석을 위한 핵심 적인 자료로 사용된다. 지상기준높이인 정규수치표면모델을 생성하기 위한 가장 간단한 방법은 수치표면모델(DSM: Digital Surface Model)에서 수치지형모델(DTM: Digital Terrain Model)을 차분하는 것이지만, 무인항공기 데이터의 경우 높은 해상도의 특성상 식생, 도심 구조물 등 많은 수의 복잡한 지형지물을 포함하고 있어 정확한 수치지형모델을 추출하기 어렵다. 본 연구에서는 무인항공기 데이터의 고해상도 특성을 잘 살리고 비용효율적인 수치지형모델 생성이 가능하도록 RGB 기반 식생 지수인 ExG (Excess Green)를 이용하여 낮은 ExG 값을 갖는 영역 확장법의 초기 시드점을 선정하였다. 이때 국소적으로 낮은 식생지수 값을 갖는 초기 시드점이 잘못 추출되는 문제를 해결하기 위하여 지역적 윈도우 분석을 적용하였다. 이후, 해당 위치의 수치표면모델값을 바탕으로 영역 확장법을 적용하여 이웃하는 지면 화소들을 병합하였다. 영역 확장법 적용을 위해 경사도 파라미터가 사용되었으며 최종적으로 병합된 세그먼트의 크기가 0.25㎡ 초과일 경우 초기 시드점을 지면점으로 결정하였다. 다양한 경사도 파라미터 값을 설정하여 무인항공기 데이터 기반 정규수치표면모델 생성의 최적 경사도 기준값을 도출하고자 하였다. 최종적으로 추출된 지면점들에 대한 정확도 평가를 수행하였으며 지면점들에 보간법을 적용하여 정규수치표면모델을 생성하고 제안 기법을 농업지역에 적용하여 농작물의 지상기준높이 추출 및 농업 모니터링 가능성을 검증하였다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2003년도 춘계학술발표회 논문집
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• pp.151-159
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• 2003

This study presents method for self-calibration of the SEM(Scanning Electron Microscope) stereo image using the standard microprobe with same grid pattern and using parallel and central perspective projection equation. Result showed that parallel projection method is more suitable for standard microprobe. The maximum error of 3D coordinates acquired by this method did not exceed 5 $\mu\textrm{m}$, and DSM(Digital Surface Model) for three dimensional measurement of the rock sample was generated by the digital photogrammetry. This result can be used for quantification of micro scale change of shape and analysis of the micro morphology of rock due to weathering.

• 대한원격탐사학회지
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• 제24권5호
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• pp.463-471
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• 2008

The quality of orthoimages mainly depends on the elevation information and exterior orientation (EO) parameters. Since LiDAR data directly provides the elevation information over the earth's surface including buildings and trees, the concept of true orthorectification has been rapidly developed and implemented. If a LiDAR-driven digital surface model (DSM) is used for orthorectification, the displacements caused by trees and buildings are effectively removed when compared with the conventional orthoimages processed with a digital elevation model (DEM). This study utilized LiDAR data to generate orthorectified digital aerial images. Experimental orthoimages were produced using digital terrain model (DTM) and DSM. For the preparation of orthorectification, EO components, one of the inputs for orthorectification, were adjusted with the ground control points (GCPs) collected from the LiDAR point data, and the ground points were extracted by a filtering method used in a previous research. The orthoimage generated by DSM corresponded more closely to non-ground LiDAR points than the orthoimage produced by DTM.

• 한국측량학회지
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• 제29권4호
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• pp.429-438
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• 2011

LiDAR technology is a combination of laser ranging, satellite positioning technology and digital image technology for study and determination with high accuracy of the true earth surface features in 3 D. Laser scanning data is typically a points cloud on the ground, including coordinates, altitude and intensity of laser from the object on the ground to the sensor (Wehr & Lohr, 1999). Data from laser scanning can produce products such as digital elevation model (DEM), digital surface model (DSM) and the intensity data. In Vietnam, the LiDAR technology has been applied since 2005. However, the application of LiDAR in Vietnam is mostly for topological mapping and DEM establishment using point cloud 3D coordinate. In this study, another application of LiDAR data are present. The study use the intensity image combine with some other data sets (elevation data, Panchromatic image, RGB image) in Bacgiang City to perform land cover classification using neural network method. The results show that it is possible to obtain land cover classes from LiDAR data. However, the highest accurate classification can be obtained using LiDAR data with other data set and the neural network classification is more appropriate approach to conventional method such as maximum likelyhood classification.

• Journal of Computational Design and Engineering
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• 제1권1호
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• pp.1-12
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• 2014

In this paper, we propose a new method of reconstructing the hand models for individuals, which include the link structure models, the homologous skin surface models and the homologous tetrahedral mesh models in a reference posture. As for the link structure model, the local coordinate system related to each link consists of the joint rotation center and the axes of joint rotation, which can be estimated based on the trajectories of optimal markers on the relative skin surface region of the subject obtained from the motion capture system. The skin surface model is defined as a three-dimensional triangular mesh, obtained by deforming a template mesh so as to fit the landmark vertices to the relative marker positions obtained motion capture system. In this process, anatomical dimensions for the subject, manually measured by a caliper, are also used as the deformation constraints.

• 한국측량학회지
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• 제26권2호
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• pp.165-173
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• 2008

본 연구는 라이다데이터와 수치지도를 이용하여 도로의 3차원 기하모델을 자동으로 생성하는 것을 목표로 한다. 도로모델을 생성하는 주요 과정은 (1) 수치지도의 도로경계 레이어를 이용하여 도로영역을 나타내는 다각형을 생성하고, (2) 다각형을 이용하여 도로영역내의 라이다 점을 추출하고, (3) 점을 표면패치로 분할하고, 표면패치를 그룹화 하여 다시 표면패치집단으로 구성하고, (4) 도로표면패치집단을 식별하고 여기에 포함된 점을 추출하여, 추출된 점을 이용하여 표면모델을 구성하고, (5) 도로경계선을 수치지도를 이용하여 정제한다. 제안된 방법을 실측데이터에 적용하여 도로의 선형 및 표면정보를 성공적으로 추출할 수 있었다