• Magazine of korean Tunnelling and Underground Space Association
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• v.14 no.1
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• pp.49-58
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• 2012

• Proceedings of the Optical Society of Korea Conference
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• 2008.02a
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• pp.105-106
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• 2008

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2011.06a
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• pp.433-434
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• 2011

• Journal of IKEEE
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• v.8 no.1 s.14
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• pp.108-116
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• 2004

In this paper, the measurement system of speed and distance of vehicles using laser is implemented and verified through the outdoor test. The implemented system consists of a laser module and a control/speed-computation module. The Former is composed of a optics part, a transmit/receive part, and a LDC(Laser Detection and Counter), and the latter is a control part that controls the laser module and a speed computation part that calculates velocity of vehicles using a microcontroller. The algorithm to compute speed has been developed to consider characteristics of laser and surrounding conditions. The implemented system has been tested and verified on the high way, and the result shows stability of the system and accuracy of the algorithm.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2016.10a
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• pp.419-422
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• 2016

Recently, there are a lot of report about the safety accident in laser equipment for example laser pointer, laser level, laser distance meter, temperature measurement equipment and so on. But most of people doesn't care of the safety, and some of the people were damaged by laser in the retina and skin. So in this reaserch So in this thesis, research the safety control rules in global and domestic regulations and international standard IEC 60825-1. From the above research, develop the safety control rules to improve the consumer safety.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2004.05a
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• pp.165-165
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• 2004

정밀한 3차원 좌표측정을 위한 삼차원좌표측정기(Coordinate Measuring Machine)는 광학 스케일이나 헤테로다인 레이저 간섭계를 이용해서 x, y, z 축의 좌표를 측정한다. 이 경우 측정 정밀도에 가장 큰 영향을 주는 요인은 아베 오차(Abbe's error)이다. 인공위성용 광학계를 비롯해서 첨단 산업부품에 이르기까지 현재의 3차원 좌표측정은, 높은 정밀도와 대영역 측정을 동시에 요구하는 추세이다. 대영역으로 갈수록 _아베 오차의 영향은 더 커지므로 보다 근본적인 해결책이 필요하다.(중략)

• The Bulletin of The Korean Astronomical Society
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• v.41 no.1
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• pp.73.3-74
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• 2016

본 연구에서는 비구면 반사경의 형상오차를 3가지 방법으로 측정, 비교하였다. 실험에 사용한 포물면 반사경의 구경은 108 mm, 유효초점거리는 444.5 mm 이다. 첫 번째로 접촉식 형상측정방식인 FTS(Form TalySurf)를 이용하여 표면 거칠기와 반사경의 최적 곡률 반경(BestFitt Radius) 값을 측정하였다. 두 번째로는 비접촉식 형상측정방식인 UA3P(Ultrahigh Accurate 3-D Profilometer)를 이용하여 반사경의 형상 정밀도를 측정하였다. UA3P를 이용할 경우 반사경의 전체 형상을 측정할 수 있다. 세번째로 Shark-Hartmann 센서를 이용한 광학측정방법으로 반사경의 형상 정밀도를 측정하였다. 측정에 필요한 레이저 광학계는 레이저, 콜리메이터, 핀홀, 카메라 렌즈 및 비구면 광학계를 이용하여 설계하였다. 본 연구에서 도출한 각 측정 방법의 신뢰도를 바탕으로 간섭계 사용에 제약이 있는 자유형상곡면의 반사경 표면의 형상오차 측정에 적용할 계획이다.

• Journal of Institute of Control, Robotics and Systems
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• v.11 no.6
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• pp.530-542
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• 2005

We proposed a robust localization algorithm for mobile robots using LRF. A novel cost function for localization is suggested, which was used for calculating correct rotation angle and translation vector. We examined validity of our algorithm with various simulations and experiments, and also revealed robustness and accuracy compared to previous localization algorithms.

• Proceedings of the Optical Society of Korea Conference
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• 2005.02a
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• pp.124-125
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• 2005

• Journal of Korean Society of Steel Construction
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• v.21 no.4
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• pp.413-420
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• 2009

Heavy structures such as large roof structures and superbeams were lifted using hydraulic jacks. Moreover, member verticality and horizontality checks were performed at every construction stage to monitor the measuring tapes for their structural safety, using CCTV. When the relative displacement exceeded the predetermined limit, the hydraulic systems were terminated. After adjusting the relative displacement manually, lifting was resumed. The accuracy of the relative displacement was found not to be reliable, however, due to eye check using CCTV, and it took a long time due to manual adjustment. Moreover, real-time monitoring was impossible. To address these problems, the monitoring-evaluation system for the stable lifting of heavy structures was proposed, using the total station of the automatic-target-recognition type, laser-distance-measuring devices, a data logger, a strain gauge, and others. After developing a program for the operation of the system and for the acquisition of data, a mock-up test was conducted in a large-scale structural laboratory to evaluate the accuracy and applicability of the system. The stable acquisition and applicability of data was confirmed in the test.