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지상 무인체계용 다중입출력 통신 시스템 설계 및 성능시험 분석
유지상,최준성,강홍구,백인철,김도종,You, Jisang,Choi, Joonsung,Kang, Hongku,Baek, Incheol,Kim, Dojong 한국군사과학기술학회 2014 한국군사과학기술학회지 Vol.17 No.5
High-capacity video, control and situation awareness data should be transmitted efficiently to control robots properly in the ground unmanned system, which requires the technology maximizing the communication range and the data transmission throughput. This technology is connected to the OFDMA(Orthogonal Frequency Division Multiple Access)-MIMO(Multiple Input Multiple Output) transmission technology under the limited bandwidth and transmission power. In this paper, we design MIMO communication system for ground unmanned systems, and investigate the data reception performance experimentally, comparing with SISO(Single Input Single Output) system. Experiment results show that the data reception performance of MIMO is significantly improved compared to that of SISO, e.g. 4dB gain of sensitivity and 5dB of SNR at the value MPR = 1, for the mobile stations with $2{\times}2$ STBC diversity.
연약지반상 압성토의 최적단면 및 측구위치 결정을 위한 해석적 연구
박종철(Jongcheol Park),장용채(Yongchai Chang),백인철(Incheol Baek),정동환(Donghwan Jung) 한국지반신소재학회 2015 한국지반신소재학회 논문집 Vol.14 No.1
압성토공법은 성토체의 안정성을 높이기 위하여 성토체 측면에 일정한 폭과 높이로 흙을 쌓은 공법을 말한다. 본 연구는 실제 도로현장에서 전단파괴가 발생되어 복구방법으로 압성토공법을 적용한 시공사례를 분석한 것이다. 본 연구는 수치해석을 실시하여 효율적인 압성토 단면을 제시하고자 한다. 수치해석결과 효율적인 압성토 단면은 압성토 폭 : 제체 높이의 2배(2H), 압성토 높이 : 제체높이의 1/3(H/3) 이다. 또한, 압성토체를 가로지르는 측구를 설치할 경우, 본성토체로부터 적절한 이격거리를 제시함으로서 효과적인 횡단측구의 범위를 제시하였다. The counter weight filling is a technology to accumulate soils on the side of berm with a proper width and height for improving the stability of the embankment. This study aims to assess a feasibility of the counter weight filling in the construction of pavement roads for recovery of shear failure during the construction. An effective counter weight filling section was suggested using the numerical analysis. The results showed that the effective counter weight filling section is two-fold (x2) higher than the ratio of width in counter weight filling : embankment height and one third (1/3) to the ratio of height in counter weight filling : embankment height. Also a range of effective trench crossing the counter weight filling required when a trench crossing counter weight filling is installed was suggested by supplying a proper distance between the counter weight filling section and cross-sectional trench.