• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.39 no.2
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• pp.162-169
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• 2011

The flight control system utilize RSS(Relaxed Static Stability) criteria in both longitudinal axes to achieve performance enhancements and improve stability. The aircraft using digital flight-by-wire flight control system receives aircraft flight conditions such as pitch, roll and yaw rate, normal acceleration from RSA(Rate Sensor Assembly) and ASA(Acceleration Sensor Assembly). These sensors has permissible measurement error related to system safety of an aircraft but, unexpected flight motions are happened by sensing errors such as offset, noise and etc. The unexpected pitch down tendency occurred by ASA sensor bias in 1g level flight with pilot hands-off. This paper addresses the design and verification of flight control law to improve of pitch down or up tendency caused by ASA sensor bias. The result of analysis and flight test reveals that pitch down tendency can be improved by pitch attitude feedback system.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.16 no.10
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• pp.6673-6678
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• 2015

Recently, the free form buildings are constructed frequently. Exterior and interior components of these buildings have the free cross-section and a curved shape. So, There are many usages of classical finite element having tapered section and free-style shape. Some general commercial applications like ETABS, SAP2000, MIDAS are usually used for the safety evaluation of the free form structures. However, there are some limits in the accuracy of structural analysis and the length of analysis time because a very complicated finite element mesh have to be used. Therefore, In this study, a pre and post program module was developed to take advantage of general 3-D curved beam element which has a free-style curved shape and mathematical backgrounds. Pre-post processing module has been developed in this study was developed to control the curvature of the curved members by the NURBS control points. As a result, fast geometric modeling than was possible commercial applications. In addition, realistic depiction of the shape and behavior patterns were possible because of the free-form building allows visual check of the free form.

• Journal of the Earthquake Engineering Society of Korea
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• v.1 no.1
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• pp.31-39
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• 1997

This paper is on the vibration control of access floor on the frames of reinforced structure. In this study, the horizontal anti-vibration system using precise spring damper was developed and modeling and vibration analysis of the RC structure was performed for the control of horizontal vibration coused by machinery and worker's moving. Experiment was done in three cases, no damper at the RC structures, dampers connecting pedestal to pedestal and pedestal to the structure, for the investigation of the effect of the system on disigned RC structure. For each experiment, the occeleration responses on slab and access floor after giving impact wave and external vibration were measured. It was shown that the magnitude of resonance response of the system with dampers are smaller than without damper and the resonance peak also partly moved to low-frequency range. Furthermore. It was shown that the acceleration components of the system with domoers decreased greatly in high-frequency range and the system was very much effective especially for external vibration. In order to verify the anti-vibration effect of the developed system, the vibration analysis was also done for the system by using the finite element modelling. The analysis results was in good agreement with experimental results. Thus, It is concluded that this study is useful for the design of precise anti-vibration system and micro-vibration control of concrete structures.

• Journal of the Korean Society for Marine Environment & Energy
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• v.5 no.2
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• pp.19-27
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• 2002

This paper deals with the experimental investigation on the hydrodynamic behavior of the submerged artificial seabed system in regular waves. This system can function as a basis of seaweed forest which will cultivate coastal fishing ground and enhance coastal productivity. The experiment was conducted with the submerged rectangular plates of different length and depth in 2-D wave flume of KRISO/KORDI. The wave exciting forces, mooring line tension and 2-D motion response are measured and analyzed to figure out the design strategy.

• Proceedings of the Korean Institute of Surface Engineering Conference
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• 2018.06a
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• pp.47-47
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• 2018

단일벽 탄소나노튜브 (Single-walled carbon nanotubes, SWNTs)는 우수한 물리적 화학적 특성을 갖고 있어 나노전자소자, 투명전도막, 에너지소자, 센서 등 다양한 분야로의 응용이 기대되고 있다. 열화학기상증착(Thermal chemical vapor deposition, TCVD)법은 SWNTs의 합성 공정이 간단하고 공정변수의 제어가 용이하다는 장점이 있어 SWNT 합성 연구에 가장 널리 사용되어 왔다. 일반적으로 금속 촉매의 박막이 증착된 합성 기판은 온도가 가장 높고 비교적 균일성이 보장되는 TCVD 반응기의 중심부에 위치시키고 공정변수를 변화해가며 연구를 진행해 왔다. 본 실험실에서는 수평형 반응기 전역에 합성 기판을 설치하여 SWNTs를 합성한 결과, 반응기의 중심보다 뒤의 영역에서 SWNTs의 합성 수율이 상당히 증가하는 것을 초기실험을 통해 확인하였다. 본 연구에서는 SWNTs 합성 시 가스 유량과 합성 온도를 변화시켰을 때 기판 위치에 따른 SWNTs의 수율 및 물성변화를 구체적으로 조사하였다. 합성가스와 촉매로는 메탄가스와 철 박막을 사용하였으며, 합성 수율의 변화는 고분해능 주사전자현미경을 이용하여 관찰하였다. 그리고 합성된 SWNTs의 형태 및 결정성은 라만분광법과 원자간힘현미경을 이용하여 평가하였다. 결과적으로, 진행하였던 모든 합성 조건에서 반응기 중심보다 뒤의 영역에서 더 고수율의 SWNTs가 합성되었으며, 최적 합성 조건의 SWNTs 면밀도는 99% 이상이었다. 본 연구의 결과는 CVD 공정을 이용하는 다양한 저차원 나노 소재의 합성에도 적용될 수 있을 것으로 사료되며, 추후 이에 대한 연구가 필요하다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.456-460
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• 2016

최근 기후변화의 영향과 급격한 도시화로 인한 하천 저류능력의 감소 및 부적절한 하수시설의 설계로 도시유역의 홍수 위험성이 증가하면서 적극적인 구조물적 홍수방어대책으로 대심도터널의 활용에 대한 필요성이 대두되고 있다. 일본을 비롯한 외국에서는 대심도터널의 활용이 적극적으로 고려되고 있으며 실제 설치 및 운영 사례 또한 증가하고 있다. 그러나 국내에서는 아직까지 홍수 방어용 대심도터널의 설치 및 운영된 사례가 없고 설계 및 시공과 관련한 기준 및 연구가 미미한 실정이다. 본 연구에서는 대심도터널 내부에서의 이상흐름 거동특성을 구명하기 위하여 터널을 모형화한 수평관에서 실험적 연구를 수행하였다. 직경 100 mm 투명 아크릴관으로 제작된 수평관 내부를 흐르는 물에 공기를 주입하여 기포를 발생시키고 전기전도계를 이용하여 유속변화에 따른 관에서의 물-공기 혼합 이상흐름의 거동특성에 대해 살펴보았다. 실험결과 터널 계통 전반에서의 물-공기(이상류) 거동 특성을 파악할 수 있었다. 이를 통해 대심도터널 내부 공기에 대한 효과적인 제어로 흐름의 안정화 및 그에 따른 수리성능의 개선효과를 기대할 수 있으며, 도시지역의 집중강우로 인한 수방재 대응 기술개발을 위한 기초자료로 활용할 수 있을 것으로 기대된다.

• Proceedings of the KIEE Conference
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• 2006.07d
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• pp.2003-2004
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• 2006

본 논문은 대면적 자기부상 스태이지의 정밀급 위치제어를 위한 시스템 구성 및 제어 알고리즘에 대한 연구결과를 기술한다. 자기부상 스태이지는 16개의 동기모터에 의해 구동되며, 각 모터의 Moving 부분에 수직방향의 힘과 수평방향의 힘을 모두 발생할 수 있도록 Halbach 구조로 되어 있다. Matlab/Simulink 모델링을 수행하였으며, Simulation 결과를 보였다.

• The Proceedings of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.4 no.3
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• pp.26-36
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• 1990

Poor quality and lower levels of lighting can produce severe problems in visual environment including glare, veiling reflections and contrast. This study aims to evaluate the lighting environment around VDTs. For the purpose, brightness contrast on screen, Reyboaed, and document, and their illumination were measured and compared to German Standard. The lighting environment of two offices untilizing VDTs were significantly different according to the daylight direction; the side and the frontward.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.35 no.6
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• pp.155-163
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• 2023

A two-dimensional numerical analysis was performed on the depth of pile embedment, the magnitude of the residual water level, and the condition of the presence or absence of cap concrete to understand the behavior of the block-type quay wall with piles. The results showed the control effect of the lateral displacement of the quay wall depending on the embedment of the pile. When the piles were not embedded, the lateral displacement of the quay wall increased proportionally as the residual water level difference increased. In contrast, when the piles were embedded into the ground, the control of the lateral displacement of the quay wall was greatly exerted even if the residual water level difference increased. There was little difference in the lateral displacement of the block-type quay wall regardless of the presence or absence of cap concrete. Under the condition where the piles were embedded down to the rubble mound layer, the piles exhibited the rotational behavior seen in the short piles. As the embedment depth of the piles increased, the piles showed the same bending behavior as the intermediate piles. Thus, the piles significantly contribute to the control of lateral displacement in the block-type quay wall with piles.

• Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
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• 1992.08a
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• pp.173-178
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• 1992

연안역에서 해저지형의 변화를 예측하는 것은 해빈침식제어, 하구폐색, 항로매몰문제, 방파제 및 증ㆍ양식장과 같은 연안시설물의 설치에 있어서 고려하지 않으면 안될 중요한 연구과제의 하나이다. 이러한 해저지형의 변화를 예측하기 위하여는 수평이차원의 국지역에서 순표사량의 정량적인 평가가 필요하다.(중략)