• Korean Journal of Construction Engineering and Management
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• v.2 no.2 s.6
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• pp.47-58
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• 2001

Of all the site logistics technologies in high-rise building construction, both vertical and horizontal move plan, are the most imperative factors. And the horizontal plan follows lift-up plan as of the vertical plan. However though it may be, temporary lifts on site are numbered by heuristic formulas. The quantity of finishing material cannot be converted into lift-up load per finishing material. The lift-up plan cannot be evaluated the feasibility for finishing material move plan by a reasonable evaluation methodology. The horizontal plan is far from the vertical one. And the information as an input data for the horizontal plan is devoid of package unit size, length, and volume per finishing material. These can hardly result in reasonable and detail decision on how much to use temporary lifts, how long to use these, and where to deposit each finishing material. Therefore, this study is to suggest a decision-making model that can integrate vertical and horizontal material move plan in high-rise building construction and make a decision the plans systematically. And the study is to explain the concept, methodology, and contents of the model applied to a virtual project, named as MT 130 (Millennium Tower 130). By the model, the planner can shift his/her thinking framework on site logistics management products-oriented Into process-oriented. He/she can manage a project by the framework as system thinking, evaluate the feasibility of a lift-up plan, and decide the horizontal plan integrated with the lift-up.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2011.10a
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• pp.438-439
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• 2011

Magnetic levitation control system of a metal ball was designed using combined PID and fuzzy logic, in which two electromagnets are used to control the vertical and horizontal position of the ball. Single synchronization coil sensor was used to detect the vertical position. Electric power is differentially supplied to two electromagnets so that the ball can move horizontally. In the experiment 25 cm diameter metal ball was levitated and successfully controlled to move horizontally.

• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2017.11a
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• pp.204-205
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• 2017

항로표지는 선박의 안전과 운항능률의 증진에 필수적인 수단으로 해상교통에 필수적이다. 등명기는 육상 및 해상에서 광파표지로 다양하게 활용되고 있으며 최근들어 장수명 및 저전력 소비의 장점을 갖춘 LED 광원의 적용이 확산되고 있다. 본 연구는 다중 배광 및 픽셀라이팅 기술 구현을 통해 등부표의 회전 운동에도 수평빔 유지제어가 가능한 신형 LED 등명기를 개발하여 암전 영역 제거 및 등질 인지향상을 통해 해양 사고 방지 및 해양 안전 향상을 목표로 한다. 등부표용 신형 LED 등명기 개발을 위해 다중 렌즈 및 픽셀 라이팅과 같은 광원/광학 기술과 제어 구동 시스템 설계 기술의 적용하였다. 본 연구에서 개발한 신형 LED 등명기는 등부표에 최적화된 수평배광 유지가 가능한 세계 최초의 등명기 시스템으로 국제 표준 제안 등을 통해 향후 세계 시장 진출을 추진하고자 한다.

• Korean Journal of Optics and Photonics
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• v.17 no.6
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• pp.532-536
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• 2006

The position of stereoscopic objects is an important parameter to induce three-dimensional effects such as convergence control and image distortions. There are three kinds of stereoscopic cameras : Parallel, Toed-in, and Horizontal-Moving cameras. In this paper we proposed the method for estimating stereoscopic object position with a horizontal-moving camera. In the previous methods, viewing angle ratios are used to estimate the object positions. Our method based on the horizontal movements of the camera to estimate the positions. Using geometrical models of shooting and display we experimented with two methods. Results of experiments showed the distance of stereoscopic objects on virtual screen related to horizontal movement.

• The Journal of Engineering Geology
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• v.26 no.3
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• pp.393-401
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• 2016

In the present study, fault attitudes and the locations of appearance of faults in tunnel faces were predicted by analyzing the trajectory of the maximum longitudinal displacement immediately before the appearance of faults through three-dimensional finite element analysis. A total of 28 fault attitude models were used in the analysis. Those faults that have drives with dip appear first in the upper part of tunnel faces as tunnel excavation progresses and their maximum longitudinal displacement shows a tendency to move from the middle part to the upper part of tunnel faces. Those faults that have drives against dip appear first in the lower part of tunnel faces as tunnel excavation progresses and their maximum longitudinal displacement shows a tendency to move from the middle part or middle upper part to the lower part of tunnel faces. In addition, when the dip of faults is larger the maximum longitudinal displacement moves from the left upper part toward the wall part in the case of drive with dip models and from the left lower part toward the wall part in the case of drives against dip models. Therefore, it was indicated that the attitudes of faults distributed ahead of tunnel faces and the locations where faults appear in tunnel faces can be predicted by analyzing the longitudinal displacement trajectory of tunnel faces following excavation.

• Journal of Korean Association for Spatial Structures
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• v.11 no.1
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• pp.113-120
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• 2011

Retractable roof system is one of the special feature in stadium or complex structure. And this retractable roof system makes possible to use spacial structure all-weather. This retractable roof system is able to classified into overlapping, parallel movement and folding system. Moving load, impact load, inertial or braking loads, these dynamic loads induced by movements of retractable roof system. So it is necessary to analysis of spacial structures are subjected to these dynamic loads. Dynamic loads that are induced by the retractable roof movements can be applied to moving mass method or moving force method. But, moving force method is appropriate because the retractable roof movements is slow relatively. In this paper, new application method of moving forces induced by the retractable roof movements is proposed. And vibration analysis of spacial structures are executed by using the proposed method. This proposed equivalent moving force can be easily applied to spacial structure that is subjected to dynamic loads induced by movement of the retractable roof system.

• Geotechnical Engineering
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• v.6 no.4
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• pp.7-18
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• 1990

To deal with the case of a rigid retaining wall built close to a stable rock face with cohesionless backfill, analytical solution methods Proposed by Spangler- Handy and Sokolovskii are modified. The modified solution methods, taking into account different friction angles along the wall and the rock face, can estimate the developed static or dynamic horizontal earth pressures behind vertical retaining walls experiencing various types of outward wall movements. The range of application of each proposed method, which is represented by the ratio of the distance between the wall and the rock face to the height of the wall, is compared with each other and also is examined for different wall friction angles as well as soil friction angles. Further, the result predicted by the modified Spangler - Handy solution method is compared with that from the experimental model test on sand. The comparison shows in general good agreements at various stages of retaining wall rotation about its toe. Finally results of analytical parametric study, together with the design charts, are presented to demonstrate the effects of wall friction angles and horizontal acceleration coefficients.

• Proceedings of the Korea Information Processing Society Conference
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• 2002.11a
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• pp.665-668
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• 2002

본 논문은 카메라를 수평이동시켜 얻어진 영상을 Mellin Transform을 이용하여 파노라마 이미지를 구성하는 방법을 제안한다. 일반적으로 카메라로부터 얻어진 동영상은 각 프레임 사이에 많은 시간적, 공간적 정보가 중복되어 있다. 이러한 중복 정보는 모자이크 방법 중의 하나인 파노라믹 기법을 사용하여 줄일 수 있다. 지금까지의 제안된 이미지의 중복성을 찾는 알고리즘들은 노이즈에 지나치게 민감하거나 중복성을 계산하는 데 있어 시간이 많이 소모되는 단점이 있었다. 따라서 본 논문에서는 Mellin Transform 을 사용하여 노이즈에 덜 민감하고 빠른 시간에 이미지의 중복 정보를 찾아내는 방법을 제안한다. Mellin Transform을 이용하여 생성된 파노라마 영상은 이미지의 이동정보를 쉽게 구할 있어 동영상에서 움직이는 물체를 추적하거나 추정이 가능하여 물체 tracking 영역에 응용될 수 있을 것으로 보이며 또한 앞으로 현실감 있는 가상현실의 배경 생성에 도움이 될 것으로 생각된다.

• The Journal of Korean Institute of Communications and Information Sciences
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• v.28 no.5A
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• pp.284-293
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• 2003

Location service is usually provided by the GPS method using satellites. In the next generation mobile communication systems which use smart antennas, location service can be accomplished using direction of arrival (DOA) estimation techniques. In this paper, we propose a DOA estimation technique for the location service of the next generation mobile communication systems and investigate the validity of the proposed technique through computer simulation. First, DOA estimation problems of distributed sources are considered using vortical and horizontal array processors which are orthogonal to each other. The DOA of the elevation angle is estimated by the vertical array processor and then that of the azimuth angle is estimated by the horizontal array processor. Finally, the procedures of the location service for specific signal sources using three smart antennas are exhibited by computer simulation to show that the proposed DOA estimation technique can be used for the location service in the next generation mobile communication systems.

• Water for future
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• v.47 no.2
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• pp.87-97
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• 2014

해안의 침식저감은 해안보전 정책 중에서 가장 중요한 목표가 되고 있다. 하지만, 침식을 야기하는 요인의 다양성과 결과예측의 어려움 등으로 인하여 기존공법의 유효성에 많은 의문이 있다. 이러한 대응효과의 불확실성을 극복하는 하나의 방법으로서 해안모래의 사정에 따라 그때그때 조치하는 유연한 대응을 생각할 수 있는데 이러한 관리형 대응을 실현하기 위해서는 만족할 만한 핵심요소 기술이 필요하다. 최근 들어 구조형식이 간단하면서 경제적인 투과성 철재형 이안제가 개발되었다. 본 해안침식저감용 기술은 파랑제어가 수평판으로 가능하고 착탈식이며 이동이 간단하다. 이러한 특징을 활용하면 해안의 사정에 따라 관리할 수 있는 전략적 해안보전이 가능해 질 수 있다. 특히 본 구조물은 평균해수면 상승에 대해서도 추가비용이 거의 발생하지 않으므로 범용적 활용을 기대할 수 있어서 빠른 기술축척을 기대할 수 있다. 본 연구는 전략적 해안 보전 정책을 수행하기 위한 핵심요소기술의 적용성에 대하여 고찰하였다. 연구결과, 해안의 침 퇴적 사정에 따라 그때그때 파에너지의 투과율을 가변화시킴으로서 해안보호를 경제적으로 할 수 있음을 확인하였다.