• 한국철도학회논문집
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• 제5권2호
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• pp.93-103
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• 2002

Reinforced earth structure has been regarded as general structure in order to achieve efficient land utilization as well as securing safety in railway service lines in other countries, but there are no construction actual results in Korea. In this study, the soil-geogrid interaction mechanism was investigated experimentally and numerical analysis was performed to predict Pull-out behaviour of geogrid embedded in reinforced earth body. This experimental data and analysis result can not contribute to understand the soil-geogrid interaction mechanism at soil-geogrid interface but also be used in design practice of the railway reinforced earth structures.

• 한국정보처리학회:학술대회논문집
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• 한국정보처리학회 2012년도 추계학술발표대회
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• pp.519-522
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• 2012

본 논문은 진공흡착방식을 이용한 벽오르는 로봇에 탑재하기 위한 임베디드 시스템의 설계와 영상처리 알고리즘의 구현에 관한 연구이다. 벽로봇은 안정적인 부착과 이동성을 기반으로 벽면에서의 위험 요인 발견과 지능적인 처리를 위해 영상처리가 가능하고 원격의 스마트 단말기와 실시간 통신이 가능한 환경을 구축하였으며 이상 물질을 탐지하기 위해 색상성분을 정규화하고 특정객체를 탐지 후 영상을 전송하는 방법을 구현하였다. 이러한 기능은 무인로봇을 이용해 위험한 벽 환경에서의 균열이나 이상 원인을 지능적으로 탐색하는 분야에 응용 가능하다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 봄 학술논문 발표대회
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• pp.185-186
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• 2021

In Korea, many buildings are built with underground spaces and cast-in-place pile method is mostly applied in the temporary retaining walls for the underground space construction. A H-shaped steel section is generally embedded in the soldier pile in the C.I.P method. In this study, a new and economical section with high strength steel replacing the H-shaped section was proposed and its flexural capacity was evaluated experimentally. The new section is the concrete-filled composite section with pentagonal thin plate and thick flange plate. Test results showed that the proposed section has an excellent flexural strength and ductility.

• 대한임베디드공학회논문지
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• 제12권4호
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• pp.193-204
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• 2017

Various 3D-stacked DRAMs have been proposed to overcome the memory wall problem. Hybrid Memory Cube (HMC) is a true 3D-stacked DRAM with stacked DRAM layers on top of a logic layer. The logic die is mainly used to implement a memory controller for HMC, and it is connected through a high speed serial link called SerDes with a host that is either a processor or another HMC. In HMC, the serial link is crucial for both performance and power consumption. Therefore, it is important that the link is configured properly so that the required performance should be satisfied while the power consumption is minimized. In this paper, we propose a HMC system model included the high speed serial link to estimate performance accurately. Since the link modeling strictly follows the link flow control mechanism defined in the HMC spec, the actual HMC performance can be estimated accurately with respect to each link configuration. Various simulations are conducted in order to deduce the correlation between the HMC performance and the link configuration with regard to memory utilization. It is confirmed that there is a strong correlation between the achievable maximum performance of HMC and the link configuration in terms of both bandwidth and latency. Therefore, it is possible to find the best link configuration when the required HMC performance is known in advance, and finding the best configuration will lead to significant power saving while the performance requirement is satisfied.

• 대한공업교육학회지
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• 제33권2호
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• pp.273-286
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• 2008

수중에서 UUV(Unmanned Underwater Vehicle)에 장착되는 수중 음향 센서 배열은 UUV의 측면이나 전면에 부착하여 외부 신호를 탐지하게 된다. 이러한 센서 배열은 UUV의 특성상 곡면배열(Conformal array) 형태이며 유체 유기 소음의 영향을 받는다. 따라서 본 논문에서는 탄성층에 삽입된 하이드로폰이 외부 유입 소음의 영향을 받는 정도를 해석하였다. 유입 소음은 난류 경계층에서 발생하는 Corcos 모델을 이용하였고 주파수 밀도 함수를 이용하여 수치해석 하였다. x-방향의 파수인 kx에 다른 전달함수의 특성은 탄성층의 두께가 커질수록 전달함수의 적분값은 적어지므로 소음의 영향은 줄어드는 것으로 나타났다. 또한 탄성층 및 고정판의 탄성계수, 밀도 등의 변화가 전달함수 값의 변화를 일으키는지를 조사하였다. 향후 이러한 연구는 UUV에 장착되는 곡면 배열 센서의 설계에 활용할 수 있을 것으로 판단된다.

• 한국경제지리학회지
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• 제23권4호
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• pp.438-453
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• 2020

본 연구에서는 인위적인 장소 만들기의 대표적인 사례인 '김광석 다시 그리기 길'을 대상으로 장소 만들기 과정과 그 과정에서의 주체들의 역할과 상호관계를 고찰하고 나아가서 장소성을 분석하고자 한다. 과거 방천시장과 신천대로 옹벽 사이의 골목길은 김광석 컨셉에 착안한 약 10여 년간의 도시재생 사업을 통하여 김광석의 추모공간이자 예술문화공간으로 뿌리내리게 되었다. 그러나 2010년대 후반의 지나친 관광명소화로 기존의 장소성이 약화된 반면에 문화상업공간의 특성이 강화되면서 장소성이 변화하고 있다. 이러한 장소성의 변화는 새롭게 형성되기 시작한 커뮤니티의 해체에 따른 지속가능한 발전의 동력 상실의 원인이 되고 있다. 이러한 문제점을 극복하기 위해서는 최우선적으로 기존 커뮤니티의 역량 및 내재된 사회자본과 장소자산을 새로운 방향으로 확대 재생산할 수 있는 내생적 거버넌스를 구축하여야 할 것이다.

• 대한임베디드공학회논문지
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• 제17권1호
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• pp.9-17
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• 2022

As the COVID-19 pandemic situation worsens, the time spent indoors increases, and the exposure to indoor environmental pollution such as indoor air pollution and noise also increases, causing problems such as deterioration of human health, stress, and discord between neighbors. This paper designs and implements a system that measures and monitors indoor air quality and noise, which are representative evaluation criteria of the indoor environment. The system proposed in this paper consists of a particulate matter measurement subsystem that measures and corrects the concentration of particulate matters to monitor indoor air quality, and a noise measurement subsystem that detects changes in sound and converts it to a sound pressure level. The concentration of indoor particulate matters is measured using a laser-based light scattering method, and an error caused by temperature and humidity is compensated in this paper. For indoor noise measurement, the voltage measured through a microphone is basically measured, Fourier transform is performed to classify it by frequency, and then A-weighting is performed to correct loudness equality. Then, the RMS value is obtained, high-frequency noise is removed by performing time-weighting, and then SPL is obtained. Finally, the equivalent noise level for 1 minute and 5 minutes are calculated to show the indoor noise level. In order to classify noise into direct impact sound and air transmission noise, a piezo vibration sensors is mounted to determine the presence or absence of direct impact transmitted through the wall. For performance evaluation, the error of particulate matter measurement is analyzed through TSI's AM510 instrument. and compare the noise error with CEM's noise measurement system.

• Smart Structures and Systems
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• 제9권3호
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• pp.207-230
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• 2012

Full-scale shake table seismic experiments and low-amplitude vibration tests on a masonry building are carried out to assess its seismic performance as well as study the effectiveness of a new multifunctional textile material for retrofitting masonry structures against earthquakes. The un-reinforced and the retrofitted with glass fiber reinforced polymer (GFRP) strips masonry building was subjected to a series of earthquake excitations of increasing magnitude in order to progressively induce various small, moderate and severe levels of damage to the masonry walls. The performance of the original and retrofitted building states is evaluated. Changes in the dynamic characteristics (lowest four modal frequencies and damping ratios) of the building are used to assess and quantify the damage states of the masonry walls. For this, the dynamic modal characteristics of the structure states after each earthquake event were estimated by performing low-amplitude impulse hammer and sine-sweep forced vibration tests. Comparisons between the modal results calculated using traditional accelerometers and those using Fiber Bragg Grating (FBG) sensors embedded in the reinforcing textile were carried on to investigate the reliability and accuracy of FBG sensors in tracking the dynamic behaviour of the building. The retrofitting actions restored the stiffness characteristics of the reinforced masonry structure to the levels of the original undamaged un-reinforced structure. The results show that despite a similar dynamic behavior identified, corresponding to reduction of the modal frequencies, the un-reinforced masonry building was severely damaged, while the reinforced masonry building was able to withstand, without visual damage, the induced strong seismic excitations. The applied GFRP reinforcement architecture for one storey buildings was experimentally proven reliable for the most severe earthquake accelerations. It was easily placed in a short time and it is a cost effective solution (covering only 20% of the external wall surfaces) when compared to the cost for full wall coverage by GFRPs.

• Journal of electromagnetic engineering and science
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• 제17권3호
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• pp.126-132
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• 2017

In this study, we designed, measured, and analyzed a rearranged L-shape magnetic resonance coupling wireless power transfer (MR-WPT) system for practical applications with laptops. The typical four resonator MR-WPT (Tx part: source loop and Tx coil; Rx part: Rx coil and load loop) is difficult to apply to small-sized stationary and mobile applications, such as laptop computers, tablet-PCs, and smartphones, owing to the large volume of the Rx part and the spatial restrictions of the Tx and Rx coils. Therefore, an L-shape structure, which is the orthogonal arrangement of the Tx and Rx parts, is proposed for indoor environment applications, such as at an L-shaped wall or desk. The relatively large Tx part and Rx coil can be installed in the wall and the desk, respectively, while the load loop is embedded in the small stationary or mobile devices. The transfer efficiency (TE) of the proposed system was measured according to the transfer distance (TD) and the misaligned locations of the load loop. In addition, we measured the TE in the active/non-active state and monitor-open/closed state of the laptop computer. The overall highest TE of the L-shape MR-WPT was 61.43% at 45 cm TD, and the TE decreased to 27.9% in the active and monitor-open state of the laptop computer. The conductive ground plane has a much higher impact on the performance when compared to the impact of the active/non-active states. We verified the characteristics and practical benefits of the proposed L-shape MR-WPT compared to the typical MR-WPT for applications to L-shaped corners.

• 한국지반공학회지:지반
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• 제14권6호
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• pp.139-151
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• 1998

SI 앵커는 지반개량 앵커를 의미한다. 이는 앵커를 지지하는 지반을 JSP로 개량한 것으로, SI 앵커체는 80cm 정도의 직경을 가지게 된다. SI 앵커는 앵커체와 지반사이의 마찰저항력과 앵커체 앞면의 지압저항력으로 인해 높은 인발저항력을 발휘하게 되는데, 특히 마찰저항력은 JSP로 개량된 앵커체의 직경의 증대로 인해 상당히 증가하게 된다. 본 연구에서는 SI 앵커의 인발저항기구를 분석하기 위해 실내 모형실험과 현장실험을 실시하였다. 공기건조 모래지반 내에서의 실내 모형실험을 통해 SI 앵커 주변지반의 변형률장을 분석하였는데, 이는 토조 벽면에 설치된 라텍스 멤브레인을 이용한 사진 분석법을 통해 이루어 졌다. 10매의 변형률게이지가 부착된 특수 설계된 PVC 파이프를 앵커체 내에 설치하고 변형률을 측정하여 현장실험의 결과를 분석하였는데, 역시 실내 모형실험과 같이 앵커체 내에서의 변형률을 측정하였다.