• 복식문화학회:학술대회논문집
• /
• 복식문화학회 2005년도 Joint International Conference
• /
• pp.48-54
• /
• 2005

In order to mass-customize clothes, it is essential to take into account individual body shape using computerized 3D body models. This paper describes the development of an interactive body model that can be altered to match individual body perimeter, postures and depth for the purpose of computerized pattern making. Construction of the body model requires the extraction of necessary points, adjustment of coordinate points, linking of points by spline curves, control of section lengths and selectability of various hip types. Front to back depth of the model is adjusted by scaling ratio. We had a great result for controlling perimeter, posture and depth of body shapes. The results support the adaptability and potential usefulness of the posture and depth adjustable body model.

• 대한토목학회논문집
• /
• 제31권1D호
• /
• pp.167-173
• /
• 2011

본 논문은 우리나라의 모든 국가기준점(삼각점)을 대상으로 종전의 동경측지계 성과로부터 세계측지계인 KGD2002성과를 산출하고 검증하기 위한 계산과정을 설명하고 있으며, 여기에는 국가기준점의 역사적 변천배경에 따라 1974년부터 2008년까지의 GPS관측데이터와 EDM관측데이터를 사용하고 있다. 통합망조정을 위하여 초대규모 통합 GPS망을 구성하고 다양한 단계의 데이터처리 절차를 거친 후 다점고정을 통해 12,000여점 국가기준점의 세계측지계 KGD2002 고시성과가 결정되었으며, 그 정확도는 수평방향에서 ${\pm}0.015m$(95%), 수직방향에서 ${\pm}0.030m$(95%) 수준이었다. 또한 조정성과의 검증을 위하여 GPS/EDM 결합망을 구성하여 검증계산한 결과와 KGD2002성과와 비교에서 그 좌표차(RMSE)가 수평과 수직방향에서 각각 ${\pm}0.0025m$, ${\pm}0.0008m$로서 나타나 고시성과의 계산이 타당함을 보여주고 있다.

• 한국측량학회지
• /
• 제25권5호
• /
• pp.437-449
• /
• 2007

우리나라 국토지리정보원에서는 3등측지기준점의 세계측지계 전환을 위해 1997년에서 2005년까지 총 69개 사업지구에서 관측된 약 11,000여개 삼각점의 GPS관측데이터를 확보하였다. 본 연구에서는 3등측지기준점 관측데이터와 관련된 사항을 요약하고, 연도별 사업지구별 데이터를 분석한 후 40개 지구의 데이터를 재처리하였다. 또한, 과대오차 검출과 통계모델의 추정을 위해 사업지구별로 최소제약조건에 의한 망조정을 실시하고 추정한 정확도는 수평 $5mm{\pm}0.5ppm$ 수직 $10mm{\pm}1ppm$을 얻었다. 한국측지계 2002(KGD2002)의 최종성과 산정을 위한 GPS망조정은 GPS기선벡터를 기선해석 S/W별로 구분하여 총 17개의 블록으로 구성하고 블록별 최소제약 조정에 의해 평가하였으며, 다점고정 조정에 따라 최종성과를 산정하고 절대정확도 점검을 실시하였다.

• 대한안전경영과학회지
• /
• 제14권1호
• /
• pp.217-224
• /
• 2012

Location-Based Services(LBS) is a service that provide location information by using communication network or satellite signal. In order to provide LBS precisely and efficiently, we studied how we can reduce the error on location determination of objects such people and things. We focus on using the least square method and triangulation positioning method to improves the accuracy of the existing location determination method. Above two methods is useful if the distance between the AP and the tags can be find. Though there are a variety of ways to find the distance between the AP and tags, least squares and triangulation positioning method are wildely used. In this thesis, positioning method is composed of preprocessing and calculation of location coordinate and detail of methodology in each stage is explained. The distance between tag and AP is adjusted in the preprocessing stage then we utilize least square method and triangulation positioning method to calculate tag coordinate. In order to confirm the performance of suggested method, we developed the test program for location determination with Labview2010. According to test result, triangulation positioning method showed up loss error than least square method by 38% and also error reduction was obtained through adjustment process and filtering process. It is necessary to study how to reduce error by using additional filtering method and sensor addition in the future and also how to improve the accuracy of location determination at the boundary location between indoor and outdoor and mobile tag.

• 대한방사선기술학회지:방사선기술과학
• /
• 제42권1호
• /
• pp.39-46
• /
• 2019

This study conducted a comparative analysis of differences between cartesian trajectory in a linear rectangular coordinate system and MultiVane trajectory in a nonlinear rectangular coordinate system axial T1 and axial T2 images using an American College of Radiology(ACR) phantom. The phantom was placed at the center of the head coil and the top-to-bottom and left-to-right levels were adjusted by using a level. The experiment was performed according to the Phantom Test Guidance provided by the ACR, and sagittal localizer images were obtained. As shown in Figure 2, slices # 1 and # 11 were scanned after placing them at the center of a $45^{\circ}$ wedge shape, and a total of 11 slices were obtained. According to the evaluation results, the image intensity uniformity(IIU) was 93.34% for the cartesian trajectory, and 93.19% for the MultiVane trajectory, both of which fall under the normal range in the axial T1 image. The IIU for the cartesian trajectory was 0.15% higher than that for the MultiVane trajectory. In axial T2, the IIU was 96.44% for the cartesian trajectory, and 95.97% for the MultiVane trajectory, which fall under the normal range. The IIU for the cartesian trajectory was by 0.47% higher than that for the MultiVane trajectory. As a result, the cartesian technique was superior to the MultiVane technique in terms of the high-contrast spatial resolution, image intensity uniformity, and low-contrast object detectability.

• 설비공학논문집
• /
• 제28권7호
• /
• pp.293-298
• /
• 2016

A three-dimensional (3D) numerical model of the vertical ground-coupled heat exchanger is useful for analyzing the modern ground source heat pump system. Furthermore, a detailed description of the inner side of the exchanger allows to account for the effects of the thermal capacity. Thus, both methods are included in the proposed numerical model. For the ground portion, a FDM (Finite Difference Method) scheme has been applied using the Cartesian coordinate system. Cylindrical grids are applied for the borehole portion, and the U-tube configuration is adjusted at the grid, keeping the area and distance unchanged. Two sub-models are numerically coupled at each time-step using an iterative method for convergence. The model is validated by a reference 3D model under a continuous heat injection case. The results from a periodic heat injection input show that the proposed thermal capacity model reacts more slowly to the changes, resulting in lower borehole wall temperatures, when compared with a thermal resistance model. This implies that thermal capacity effects may be important factors for system controls.

• 한국안전학회지
• /
• 제16권4호
• /
• pp.200-207
• /
• 2001

회전하는 기계에서 전달되는 조화적인 진동력이 수동 및 능동 진동 격리기를 통하여 중간 지지구조물에 어떻게 전달되는 것인가를 연구하였다. 이를 위하여 이론적인 모델은 모든 축에 대하여 수평과 수직방향의 힘과 모멘트를 고려하여 작성되었으며, 실험은 중간 구조물에 전달되는 회전방향 및 직선방향의 진동을 최소화하기 위하여 2단으로 구성된 중간 지지구조물에 부착된 진동 액츄에이터를 사용하였다. 진동원에 의하여 발생된 진동이 에러 센서에서 측정되었으며 제어원과 에러센서사이의 전달함수가 측정되었다. 1-100Hz사이의 주파수 범위에 있어서 기존의 수동격리기와 직렬로 설치된 능동격리기를 통하여 전달된 힘이 실제로 감소되었음을 실험결과를 통하여 확인하였다.

• International Journal of Naval Architecture and Ocean Engineering
• /
• 제12권1호
• /
• pp.832-842
• /
• 2020

The coordination control of multiple Underactuated Underwater Vehicles (UUVs) moving in three dimensional space is investigated in this paper. The coordinated path following control task is decomposed into two sub tasks, that is, path following control and coordination control. In the spatial curve path following control task, path following error dynamics is build in the Serret-Frenet coordinate frame. The virtual reference object can be chosen freely on the desired spatial path. Considering the speed of the UUV, the line-of-sight navigation is introduced to help the path following errors quickly converge to zero. In the coordination control sub task, the communication topology of multiple UUVs is described by the graph theory. The speed of each UUV is adjusted to achieve the coordination. The path following system and the coordination control system are viewed as the feedback connection system. Input-to-state stable of the coordinated path following system can be proved by small gain theorem. The simulation experiments can further demonstrate the good performance of the control method.

• 제어로봇시스템학회:학술대회논문집
• /
• 제어로봇시스템학회 2003년도 ICCAS
• /
• pp.746-751
• /
• 2003

A method of measuring the length of defects on the wall of the spent nuclear fuel pool using the image processing and a laser slit beam is proposed. Since the defect monitoring camera is suspended by a crane and hinged to the crane hook, the camera viewing direction can not be adjusted to the orientation that is exactly perpendicular to the wall. Thus, the image taken by the camera, which is horizontally rotated along the axis of the camera supporting beam, is distorted and thus, the precise length can not be measured. In this paper, by using the LASER slit beam generator, the horizontally rotated angle of the camera is estimated. Once the angle is obtained, the distorted image can be easily reconstructed to the image normal to the wall. The estimation algorithm adopts a 3-dimensional coordinate transformation of the image plane where both the laser slit beam and the original image of the defects exist. The estimation equation is obtained by using the information of the beam projected on the wall and the parameters of this equation are experimentally obtained. With this algorithm, the original image of the defect taken at arbitrary rotated angle can be reconstructed to an image normal to the wall. From the result of a series of experiments, the accuracy of the defect is measured within 0.6 and 1.3 % error bound of real defect size in the air and underwater, respectively under 30 degree of the inclined angle of the laser slit beam generator. Also, the error increases as the inclined angle increases upto 60 degree. Over this angle, the defect length can not be measured since the defect image disappears. The proposed algorithm enables the accurate measurement of the defect length only by using a single camera and a laser slit beam.

• 대한토목학회논문집
• /
• 제13권1호
• /
• pp.151-159
• /
• 1993

수평위치(水平位置)를 나타내는 삼각점(三角點)은 국사개발(國士開發)이나 지도제작분야(地圖製作分野) 또는 지구물리학(地球物理學) 등에서 광범위하게 이용되기 때문에 그 망(網)은 다목적(多目的) 측지망(測地網)이라 불리며, 각 나라의 기준체계(基準體系)에 따라 18세기(世紀)부터 설정(設定)되어 오늘날까지 유지 관리되어 오고 있다. 본 연구에서는 우리 나라 정밀측지망(精密測地網)의 조정체제를 정립하고, 정밀 1차 측지망의 관측자료(1975-1990)를 이용하여 정밀 1차 측지망의 전국(全國) 동시망(同時網) 조정을 실시하여 측지망의 정확도 기준을 제시하였으며, 또한 이를 토대로 오차(誤差) 전파상태(傳播狀態) 및 국토의 수평지각(水平地殼) 변동(變動)을 파악하고자 하였다. 연구결과 일부지역에서 실용성과(實用成果)의 부정합(不整合)이 큰 것으로 나타났으며, 측지망의 강도(强度) 강화 및 지각변동(地殼變動) 조사를 위한 보충관측 및 반복측량이 요망된다.