• 한국산학기술학회논문지
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• 제22권6호
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• pp.566-572
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• 2021

본 논문에서는 도시환경과 모래가 많은 토양 아래에 구 형태의 빈 공간이 있을 경우를 가정하고, 해당 목표물의 고유 pole과 고유 공진주파수를 활용하여 목표물을 식별 및 위치를 추정하는 방안을 제시하였으며 가능성을 분석하였다. EM(Electromagnetic) 시뮬레이터를 활용하여 다양한 형태와 크기를 가진 완전도체(PEC: Perfect Electric Conductor)들을 모델링하였고, 이를 통해 획득한 EM 산란응답에 Cauchy 방법을 적용하여 물체의 고유 특성에 해당하는 고유 pole을 축적하여 pole 라이브러리를 생성하였다. 생성된 pole 라이브러리는 목표물에서 추출한 고유 pole과의 비교를 통해 목표물을 식별할 수 있는 가능성을 제공해 준다. 도시환경과 모래가 많은 토양 아래에 구 형태의 빈 공간이 있음을 가정하고 EM 시뮬레이션 모델링을 통해 얻은 전자파 산란 데이터로부터 관심 목표물의 응답을 추출하였으며, 시간영역에서 임펄스 응답의 시간 지연을 이용하여 목표물의 위치를 추정할 수 있었다. 또한 MP(Matrix Pencil) 방법을 적용하여 목표물의 고유 pole을 추출하였다. 최종적으로 계산된 고유 pole과 고유 공진주파수를 pole 라이브러리와 비교하여 탐지된 목표물을 구 형태의 빈 공간(직경 0.2m)으로 추정할 수 있었으며, 계산된 목표물의 위치(깊이)는 약 84 ~ 93%의 정확도를 보였다.

• Structural Engineering and Mechanics
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• 제42권3호
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• pp.409-424
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• 2012

Since relatively low elasticity modulus of the FRP materials results in lower natural frequencies, it is necessary to study the free vibration of FRP transmission poles. In this paper, the free vibration of tapered FRP transmission poles with thin-walled circular cross-section is investigated by a tapered beam element. To model the flexible joints of the modular poles, a rotational spring model is used. Modal analysis is performed for typical FRP poles with/without joint and they are also modeled by ANSYS commercial finite element software. There is a good correlation between the results of the tapered beam finite element model and those obtained from ANSYS as well as the existing experimental results. The effects of different geometries, material lay-ups, concentrated masses at the pole tip, and joint flexibilities are evaluated. Moreover, it is concluded that using tougher fibres at the inner and outer layers of the cross-section, results in higher natural frequencies, significantly.

• 한국가구학회지
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• 제25권4호
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• pp.345-352
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• 2014

This study was carried out to develop eco-friendly wood street lamp (EFWSL) by using wood resources stacked in the forests after tree tending operations which were mostly abandoned, but economical as renewable wood resources for developing the wood coated street lamps with the effects of cost reduction and their attractive appearances. This study has led to the development of key compact structures of street-lighting wood poles (shaft) using laminated timber. The core technique in this study is related with producing the more stable wood poles (shaft) with the hole inside than wood poles exposed under the natural environment through applicable process to protect the wood from bursting and splitting. We also comprehensively developed the method to conserve the timber durability of wood shaft and connect the wood shaft with groove, race way to be located in the groove, locking ring, current stabilizer connected to the groove and luminaire support arm, base and hand-hole which was partly used in combination with steel materials and wood. Also we increased the utilization of abandoned and stacked woods after thinning in the forests such as Pinus densiflora, Larix leptolepis, and Pinus koraiensis plantations by maximizing the value of these natural wood resources as main materials of eco-friendly street lightings with the effects of cost reduction and attractive appearances and also the expectation of advertising effects of street lightings developed in this study.

• Kyungpook Mathematical Journal
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• 제34권2호
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• pp.137-143
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• 1994

• 한국산학기술학회논문지
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• 제15권2호
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• pp.1164-1169
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• 2014

해마다 태풍과 같은 자연재해에 의해 경사지에 설치된 전주의 전도피해가 발생하고 있지만, 현행 전주설계 기준에는 경사지에서의 전도안전율에 대한 기준이 미비하다. 본 연구에서는 설계기준의 기본개념을 적용하여 경사지에서의 지반 저항모멘트를 범용 해석 프로그램 L-Pile Plus13.8로 해석하여 산정하였다. 현 설계기준이 제시하는 보정근입깊이를 적용하더라도 경사지의 지반 저항모멘트는 지반경사각이 클수록 크게 감소하였다. 경사지에 설치된 전주가 평지에 설치된 전주와 같은 정도의 지반 저항모멘트를 갖기 위해서는 현행 경사지 보정근입깊이에 1.5~3배 증가시킬 필요가 있는 것으로 연구되었다.

• 복합신소재구조학회 논문집
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• 제4권1호
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• pp.9-14
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• 2013

The dynamic analysis of poles made of advanced composite materials is carried out for different length-thickness ratios and layup sequences. The numerical results using ABAQUS obtained for plates and shells are in good agreement with those reported by other investigators. The new results for laminated composite pole structures in this study mainly show the effect of the interactions between the radius-length ratio and other various parameters. The effect of fiber angles of long composite poles also investigated. Key observation points are discussed and a brief design guideline is given.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2007년도 제38회 하계학술대회
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• pp.107-108
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• 2007

Overhead transmission lines are completely exposed to the environment. This causes faults in transmission lines due to natural environmental conditions. In some cases, transmission towers are damaged by typhoons and snow, as well as sleet on the transmission lines. It takes a lot of time to repair the damaged towers. For emergency restoration purposes, steel poles are installed to temporarily supply power. Before 2003, emergency restoration steel poles were made of angled steel, which required a large number of beams, bolts, etc. In addition, the foundation of the steel pole and ground wire was constructed using excavation and burial methods, therefore it required a lot of manpower and time to construct temporary transmission lines. In September 2003, typhoon Maemi, whose maximum wind speed was 60m/s, hit Korea. 'Maemi' destroyed transmission lines in the Busan and Geojea area, causing long blackouts. To reduce the recovery time to the damaged transmission lines, self-build based emergency towers were developed. self-build based emergency towers reduced recovery time from 24 hours to 4 hours or less. However, the self-build based emergency tower had no arms, so the temporary transmission lines could only be constructed without curves in line routes. In this paper, solving these self-build based emergency tower limitations, using insulated arms(designed for use with the self-build based emergency tower), shall be explained.

• 제어로봇시스템학회논문지
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• 제8권4호
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• pp.308-312
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• 2002

To determine the natural frequencies and damping ratios of composite laminated plates, we present an officient modal parameter estimation technique by developing residual spectrum based structural system reconstruction. The modal parameters can be estimated from poles and residues of the system transfer functions, derived from the state space system matrices. From vibration tests on cross-ply and angle-ply composite laminates, the natural frequencies and damping ratios can be estimated using the modal coordinates of the structural dynamic system reconstructed from the experimental frequency response functions. These results are compared with those of finite element analysis and single-degree-of-freedom curve fitting.

• 한국산림과학회지
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• 제97권2호
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• pp.156-164
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• 2008

Recognizing the importance of the multi-purpose management of natural deciduous forest, this study was carried out to implement the partial cutting for stand regulation to examine agroforestry practice as well as other concurrent forest resource production, and to investigate the changes in stand characteristics and understory vegetation in a silvopasture practiced natural deciduous stand in the Research Forest of Kangwon National University, Korea. Three different partial cutting intensities (68.1%, 48.6%, and control) were performed in the unmanaged natural deciduous stand in order to improve the growing condition, especially light condition, for introducing some commercial herbaceous plants on the forest floor to establish agroforestry and/or silvopastoral system. Dominated by Quercus varibilis Blume (50.5%) and Quercus dentata Thum. ex Murray (42.6%), eight tree species were composed of the study forest, including poles of Pinus desiflora Siebold & Zucc and sapling of Pinus Koraiensis Siebold & Zucc. The total of 87 (13 tree species, 12 shrub species, 58 herbaceous species, and 4 woody climbers) vascular plant species were observed in study site after partial cutting treatments, while that of before partial cutting was 53 species (14 tree species, 8 shrubs species, 30 herbaceous species, and 1 woody climbers). The proportion of life form spectra in plot B was Mi (28.4%)-Na (23.0%)-Ge (17.5%)-Ch (10.8%)-He (9.5%)-MM (6.7%)-Th (4.1%). No statistically significant differences were observed in changes of life form spectra from before to after partial cutting treatment and among partial cutting gradients in this study. Partial cutting and scratching for forage sowing made plants invade easily on the forest floor, and light partial cutting (LPC) plot (500 stems/ha) had much higher number of undersory species than those of heavy partial cutting (HPC) plot (310 stems/ha) and control plot (1,270 stems/ha).

• 한국건설순환자원학회논문집
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• 제6권3호
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• pp.222-227
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• 2018

최근 콘크리트 전주의 20~30년 이상 경과로 인한 노후화와 각종 자연재해로 인하여 전주의 손상/파괴로 인해 유지 보수에 대한 요구가 증가하고 있다. 이를 위해 최근 전 세계적으로 구조물에 발생한 균열을 스스로 치유하여 유지보수비용을 감소시킬 수 있는 자기치유 콘크리트 기술의 연구가 활발하게 이루어지고 있다. 이에 본 논문에서는 Fly ash, GGBS, CA 등이 혼입된 변수의 균열자기 치유 콘크리트를 이용하여 10m 크기의 실제 전주 10개를 제작하여 휨강도실험을 수행하였다. 고로 슬래그를 첨가한 콘크리트의 압축강도가 우수한 것으로 나타났으나, 플라이 애시를 첨가한 콘크리트는 기준강도에 다소 미달하는 것으로 나타났다. 또한 실험체의 균열하중은 KS F 4304 기준을 만족하였으며, 하중-처짐 및 변형률 관계의 경우, 플라이 애시를 첨가 실험체의 경우에는 유사한 거동을 보였지만, 고로 슬래그가 함유된 실험체의 경우 균열발생 후 결정촉진제가 혼입된 실험체는 대량의 변형률이 발생하는 것으로 나타났다.