• 제목/요약/키워드: tilt sensing

검색결과 40건 처리시간 0.03초

해상 교량기초용 대형 원형강관 가설공법의 무선 원격 안정성 모니터링을 위한 현장실험 (Field Study on Wireless Remote Sensing for Stability Monitoring of Large Circular Steel Pipe for Marine Bridge Foundation)

  • 박민철;이종섭;유정동
    • 한국지반공학회논문집
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    • 제36권11호
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    • pp.71-81
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    • 2020
  • 해상 교량기초용 대형 원형강관 가설공법은 가물막이와 작업대의 역할을 함께 수행할 수 있는 공법으로 개발되었다. 본 연구의 목적은 현장실험을 통해 시공과 운용 중 대형 원형강관의 안정성을 모니터링하기 위한 무선 원격계측시스템을 검증하는 것이다. 현장실험을 위해 수심 4m의 인공 해상 지반을 조성하였으며, 직경 5m, 높이 9.5m인 대형 원형강관을 석션 관입하였다. 대형 원형강관의 근입 깊이는 5m이다. 경사계와 변형률계는 상부 모듈의 서로 다른 네 면에 설치되었으며, 강관의 운반, 시공, 해체 전 과정에 걸쳐 경사각과 응력을 모니터링하였다. 실험결과, 경사계로 측정된 경사각은 석션 관입 중 일정하게 유지되었으나 x축 방향으로 더 크게 기울어진 것으로 나타났다. 또한, 서로 다른 면에 설치되어 있어도 같은 축 방향의 경사각은 거의 같게 측정되었다. 변형률계로 측정된 응력은 석션 관입 시 증가하였고, 인발 시 감소하였다. 또한, 측정된 응력으로부터 강관에 편심이 작용하고 있음을 알 수 있었다. 본 연구의 결과는 경사계와 변형률계로 구축된 무선 원격계측 시스템이 대형 원형강관의 안정성 모니터링에 유용하게 활용될 수 있음을 보여준다.

Analysis of Tilting Angle of KOMPSAT-1 EOC Image for Improvement of Geometric Accuracy Using Bundle Adjustment

  • Seo, Doo-Chun;Lee, Dong-Han;Kim, Jong-Ah;Kim, Yong-Seung
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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    • pp.780-785
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    • 2002
  • As the KOMPSAT-1 satellite can roll tilt up to $\pm$45$^{\circ}$, we have analyzed some EOC images taken at different tilt angles fur this study. The required ground coordinates for bundle adjustment and geometric accuracy, are read from the digital map produced by the National Geography Institution, at a scale of 1:5, 000. These are the steps taken for the tilting angle of KOMPSAT-1 satellite to be present in the evaluation of the accuracy of the geometric of each different stereo image data: Firstly, as the tilting angle is different in each image, the satellite dynamic characteristic must be determined by the sensor modeling. Then the best sensor modeling equation is determined. The result of this research, the difference between the RMSE values of individual stereo images is due more the quality of image and ground coordinates than to the tilt angle. The bundle adjustment using three KOMPSAT-1 stereo pairs, first degree of polynomials for modeling the satellite position were sufficient.

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영상처리기술을 이용한 건축 구조물의 실시간 변위측정 시스템의 개발 (Development of Real-Time Displacement Measurement System for Multiple Moving Objects of construction structures using Image Processing Techniques)

  • 김성욱;서진호;김상봉
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2003년도 춘계학술대회
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    • pp.764-769
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    • 2003
  • The paper introduces a development result for displacement measurement system of multiple moving objects based on image processing technique. The image processing method adopts inertia moment theory for obtaining the centroid of the targets and basic processing algorithms of gray, binary, closing, labeling and etc. To get precise displacement measurement in spite of multiple moving targets, a CCD camera with zoom is used and the position of camera is changed by a pan/tilt system. The fiducial marks on the fixed positions are used as the sensing points for the image processing to recognize the position errors in directions of X -Y coordinates. The precise alignment device is pan /tilt of X - Y type and the pan/tilt is controlled by DC servomotors which are driven by 80c196kc microprocessor based controller. The centers of the fiducial marks are obtained by a inertia moment method. By applying the developed precise position control system for multiple targets, the displacement of multiple moving targets are detected automatically and are stored in the database system in a real time. By using database system and internet, displacement data can be confirmed at a great distance and analyzed. The developed system shows the effectiveness such that it realizes the precision about 0.12mm in the position control of X -Y coordinates.

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영상처리기술을 이용한 구조물의 변위 측정 시스템의 개발 (Development of Displacement Measurement System of Structures Using Image Processing Techniques)

  • 김성욱;김상봉;서진호
    • 제어로봇시스템학회논문지
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    • 제10권8호
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    • pp.673-679
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    • 2004
  • In this paper, we develop the displacement measurement system of multiple moving objects based on image processing techniques. The image processing method adopts inertia moment theory for obtaining the centroid measurement of the targets and basic processing algorithm of gray, binary, closing, labeling and so on. To get precise displacement measurement in spite of multiple moving targets, a CGD camera with zoom is used and the position of camera is changed by a pan/tilt system. The fiducial marks on the fixed positions are used as the sensing points for the image processing to recognize the position errors in direction of XY-coordinates. The precise alignment device is pan/tilt of XY-type and the pan/tilt is controlled by DC servomotors which are driven by a microprocessor. Morover, the centers of fiducial marks are obtainted by an inertia moment method. By applying the developed precise position control system for multiple targets, the displacement of multiple moving targets are detected automatically and are also stored in the database system in a real time. By using database system and internet, the displacement datum can be confirmed at a great distance and analyzed. Finally, the effectiveness of developed system is shown in experimental results and realized the precision about 0.12[mm] in the position control of XY-coordinates.

Correction and Positioning of Remote Sensing Image Base on Orbit Parameter

  • Cheng, Chunquan;Zhang, Jixian;Yan, Qin;Wang, Yali
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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    • pp.1212-1214
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    • 2003
  • The usual technique of correction and positioning of film image of RS require enough control points to provide the geographic coordinate. Some distortion and error caused by earth curvature and terrain and photograph tilt can't be eliminated by these ways. In this paper a set of technique of systemic correction and positioning of remote sensing image base on orbit parameter is described, some questions in its realization and their solvent also included.

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The Generation of True Orthophotos from High Resolution Satellites Images

  • Chen, Liang-Chien;Wen, Jen-Yu;Teo, Tee-Ann
    • 대한원격탐사학회:학술대회논문집
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    • 대한원격탐사학회 2003년도 Proceedings of ACRS 2003 ISRS
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    • pp.885-887
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    • 2003
  • The purpose of this investigation is to generate true orthophotos from high resolution satellite images. The major works of this research include 4 parts: (1) determination of orientation parameters, (2) generating traditional orthophotos using terrain model, (3) relief correction for buildings, and (4) process for hidden areas. To determine the position of satellites, we correct the onboard orientation parameters to fine tune the orbit. In the generation of traditional orthophotos, we employ orientation parameters and digital terrain model(DTM) to rectify tilt displacements and relief displacements for terrain. We, then, compute relief displacements for buildings with digital building model (DBM). To avoid double mapping, we detect hidden areas. Due to the satellite’s small field of view, an efficient method for the detection of hidden areas and building rectification will be proposed in this paper. Test areas cover the city of Kaohsiung in southern Taiwan. Test images are from the QuickBird satellite.

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Performance Prediction of a Laser-guide Star Adaptive Optics System for a 1.6 m Telescope

  • Lee, Jun Ho;Lee, Sang Eun;Kong, Young Jun
    • Current Optics and Photonics
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    • 제2권3호
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    • pp.269-279
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    • 2018
  • We are currently investigating the feasibility of a 1.6 m telescope with a laser-guide star adaptive optics (AO) system. The telescope, if successfully commissioned, would be the first dedicated adaptive optics observatory in South Korea. The 1.6 m telescope is an f/13.6 Cassegrain telescope with a focal length of 21.7 m. This paper first reviews atmospheric seeing conditions measured over a year in 2014~2015 at the Bohyun Observatory, South Korea, which corresponds to an area from 11.6 to 21.6 cm within 95% probability with regard to the Fried parameter of 880 nm at a telescope pupil plane. We then derive principal seeing conditions such as the Fried parameter and Greenwood frequency for eight astronomical spectral bands (V/R/I/J/H/K/L/M centered at 0.55, 0.64, 0.79, 1.22, 1.65, 2.20, 3.55, and $4.77{\mu}m$). Then we propose an AO system with a laser guide star for the 1.6 m telescope based on the seeing conditions. The proposed AO system consists of a fast tip/tilt secondary mirror, a $17{\times}17$ deformable mirror, a $16{\times}16$ Shack-Hartmann sensor, and a sodium laser guide star (589.2 nm). The high order AO system is close-looped with 2 KHz sampling frequency while the tip/tilt mirror is independently close-looped with 63 Hz sampling frequency. The AO system has three operational concepts: 1) bright target observation with its own wavefront sensing, 2) less bright star observation with wavefront sensing from another bright natural guide star (NGS), and 3) faint target observation with tip/tilt sensing from a bright natural guide star and wavefront sensing from a laser guide star. We name these three concepts 'None', 'NGS only', and 'LGS + NGS', respectively. Following a thorough investigation into the error sources of the AO system, we predict the root mean square (RMS) wavefront error of the system and its corresponding Strehl ratio over nine analysis cases over the worst ($2{\sigma}$) seeing conditions. From the analysis, we expect Strehl ratio >0.3 in most seeing conditions with guide stars.

저항 센서와 기울기 센서의 융합에 의한 보행 의도 감지 (Walking Intention Detection using Fusion of FSR and Tilt Sensor Signals)

  • 장은혜;전병태;이재연;지수영;강상승;조영조
    • 감성과학
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    • 제13권3호
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    • pp.441-448
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    • 2010
  • 보행보조로봇은 고령화 사회에 노인 복지 및 중증 신경계 손상을 입은 환자에게 이동을 도울 수 있는 반드시 필요한 장비이다. 특히, 하지 마비 환자를 위한 보행보조로봇의 편리성을 위해서는 환자의 보행 의도를 내현적으로 파악함으로써 환자 의지에 따라 로봇을 통제할 수 있어야 한다. 본 논문은 보행 의도 감지 모델을 개발하기 위한 선행 연구로, 먼저 저항 센서와 기울기 센서의 융합을 통하여 3족 보행 모델을 기반으로 사용자의 보행 의도를 분석하였다. 저항 센서는 사용자의 양쪽 손바닥과 발바닥에 각각 부착되어, 부착된 위치의 압력을 센싱하였다. 양쪽 손바닥의 신호는 보행 의도를 파악하기 위해, 발바닥의 신호는 보행 단계를 확인하기 위하여 사용되었다. 기울기 센서는 몸의 움직임 상태를 측정하기 위한 센서로서, 사용자의 등 부분, 요추에 부착되어 상체의 움직임(roll, pitch)을 센싱하였다. 연구 결과, 사용자가 지팡이를 바닥에 짚을 때 양 손바닥에서 측정되는 2개의 저항 신호만으로 기본적인 보행 의도를 파악할 수 있었으나, 기울기 센서 정보를 함께 이용함으로써 오른발 뻗기, 왼발 뻗기 등의 움직임을 시작하려는 상태 등에 대한 보행 의도를 보다 구체적으로 확인할 수 있었다. 결론적으로, 본 연구를 통하여 저항센서와 기울기 센서의 융합에 기반한 사용자의 보행 의도를 감지할 수 있었다.

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Advances in Imaging of Subsurface Archaeology using GPR

  • Dean, Goodman;Yasushi, Nishimur;Kent, Schneider;Salvadore, Piro;Hiromichi, Hongo;Noriaki, Higashi
    • 지구물리
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    • 제7권3호
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    • pp.161-170
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    • 2004
  • Examples of GPR survey results at a variety of archaeological sites are presented. Several new analyses which include static corrections for the tilt of the GPR antenna are shown for imaging of burial mounds with significant topography. Example archaeological site plans developed from GPR remote sensing of Roman and Japanese sites are given. The first completely automated GPR survey, using only Global Positioning Satellite navigation to create 3D data volumes, is employed for a site in Louisiana to detect lost graves of the Choctaw Indian Tribe.

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Accuracy Estimation of Electro-optical Camera (EOC) on KOMPSAT-1

  • Park, Woon-Yong;Hong, Sun-Houn;Song, Youn-Kyung
    • Korean Journal of Geomatics
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    • 제2권1호
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    • pp.47-55
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    • 2002
  • Remote sensing is the science and art of obtaining information about an object, area or phenomenon through the analysis of data acquired by a device that is not in contact with the object, area, or phenomenon under investigation./sup 1)/ EOC (Electro -Optical Camera) sensor loaded on the KOMPSAT-1 (Korea Multi- Purpose Satellite-1) performs the earth remote sensing operation. EOC can get high-resolution images of ground distance 6.6m during photographing; it is possible to get a tilt image by tilting satellite body up to 45 degrees at maximum. Accordingly, the device developed in this study enables to obtain images by photographing one pair of tilt image for the same point from two different planes. KOMPSAT-1 aims to obtain a Korean map with a scale of 1:25,000 with high resolution. The KOMPSAT-1 developed automated feature extraction system based on stereo satellite image. It overcomes the limitations of sensor and difficulties associated with preprocessing quite effectively. In case of using 6, 7 and 9 ground control points, which are evenly spread in image, with 95% of reliability for horizontal and vertical position, 3-dimensional positioning was available with accuracy of 6.0752m and 9.8274m. Therefore, less than l0m of design accuracy in KOMPSAT-1 was achieved. Also the ground position error of ortho-image, with reliability of 95%, is 17.568m. And elevation error showing 36.82m was enhanced. The reason why elevation accuracy was not good compared with the positioning accuracy used stereo image was analyzed as a problem of image matching system. Ortho-image system is advantageous if accurate altitude and production of digital elevation model are desired. The Korean map drawn on a scale of 1: 25,000 by using the new technique of KOMPSAT-1 EOC image adopted in the present study produces accurate result compared to existing mapping techniques involving high costs with less efficiency.

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