• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 가을 학술발표회 논문집
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• pp.223-228
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• 2000

The current slope stability analysis of a filldam is based on the limit equilibrium method, and in calculation of safety factor during earthquake, adopts the seismic intensity method in which it considers a uniform seismic force from dam foundation to crest. However the observed behaviour of filldam during earthquake shows some different behaviour in that at the crest the measured acceleration is usually several times the ground acceleration. In this study, slope stability calculations of a filldam are provided based on the modified seismic intensity method, which can take into account the amplification phenomena of acceleration in the upper part of dam. And also the results of calculations are compared with that of current seismic intensity method.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2016년도 춘계 학술논문 발표대회
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• pp.201-202
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• 2016

Energetically-modified material using reject fly ash was manufactured to investigate the effect of the material on strength characteristic of cement mortar. In order to modify reject fly ash, a vibration mill was used. after grinding process, the defects in the alignment of atom was checked using transmission electron microscope. It was found that the compressive strength values of 28 days-cured specimens using energetically-modified reject fly ash (ERFA) were higher than that of mortar with non-ground reject fly ash.

• Applied Science and Convergence Technology
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• 제25권6호
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• pp.154-157
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• 2016

The energy dispersion and magnetization of a modified magnetic dot are investigated numerically. The effects of additional electrostatic potential, magnetic field non-uniformity, and Zeeman spin splitting are studied. The modified magnetic quantum dot is a magnetically formed quantum structure that has different magnetic fields inside and outside of the dot. The additional electrostatic potential prohibits the ground-state angular momentum transition in the energy dispersion as a function of the magnetic field inside the dot, and provides oscillation of the magnetization as a function of the chemical potential energy. The magnetic field non-uniformity broadens the shape of the magnetization. The Zeeman spin splitting produces additional peaks on the magnetization.

• 항공우주기술
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• 제1권2호
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• pp.179-185
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• 2002

본 연구는 장기체공성 향상을 위한 개량형 무인기의 구조설계에 관한 방법 및 절차를 소개한 것이다. 상온 경화용 복합재료를 날개 전체에 적용하였다. 운반 및 보관의 용이성을 고려하여 날개 구조물을 3개로 분리하였고, 구조물의 경량화 및 강성의 증가를 위하여 샌드위치 구조물을 스킨 전영역에 적용하였고, 제한하중 4g에 해당되는 하중조건에서 구조강도시험을 수행하여 구조설계와 제작성을 점검하였다.

• 농업과학연구
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• 제45권1호
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• pp.28-37
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• 2018

This study was done to develop environmental risk assessments and a biosafety guide for insect-resistant genetically modified rice at a LMO (Living Modified Organism) isolation field. In the LMO quarantine area of Kyungpook National University, the species diversities and population densities of non-target insects found on insect-resistant genetically modified rice (Bt-9) resistant to Cnaphalocrocis medinalis and on non-GM rices (Dongjin and Ilmi) were investigated. The Bt-9 event was therefore evaluated under field conditions to detect possible impacts on the above ground insects and spiders. The study compared transgenic rice and two non-GM reference rices, Ilmi and Dongjin, at Gunwi in Southern Korea in 2016. Each rice was grown on three $18m^2$ plots with a randomized block design. A total of 4,243 individuals from 43 families and 9 orders were collected from the LMO isolation field. In the three types of rice fields, a total of 1,467 individuals from the insect-resistant genetically modified rice (Bt-9), 1,423 individuals from the Ilmi, and 1,353 individuals from the Dongjin were collected, respectively. There was no difference between the population densities of the non-target insect pests, natural enemies and other insects on the insect-resistant genetically modified rice (Bt-9) and non-GM rices. These results provide the diversity and population density of non-target insects for an environment risk assessment survey on insect-resistant genetically modified rice and could be used as a guideline to make a biosafety assessment method for genetically modified crops.

• 한국방재학회 논문집
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• 제1권3호
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• pp.103-110
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• 2001

흙의 비선형 변형 특성과 말뚝의 강성을 동시에 고려한 즉, 말뚝과 지반의 상호 거동을 고려한 말뚝 기초 구조의 해석을 수행하였다. 특히 비균질, 비탄성 재료인 철근 콘크리트 말뚝의 단면응력과 균열 발생등의 원인으로 변화되는 말뚝의 휨강성을 구조해석에 적용하였다. 흙의 비선형 특성치는 토질 종류에 따라 흙의 탄성한계를 넘어 항복을 고려한 P-Y curve를 이용한 방법 및 N치에 의한 내부마찰각 산정에 따른 방법으로 얻었다. 본 연구 결과는 말뚝의 강성변화에 의해 교량상부구조의 변위 및 일부단면력이 커짐을 알 수 있었다. 따라서, 최적설계를 위한 정확한 구조해석에서 말뚝의 강성변화에 따른 적합한 구속조건을 고려할 필요가 있음을 알 수 있었다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2005년도 춘계 학술발표회 논문집
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• pp.974-981
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• 2005

Because general laboratory tests for sand compaction pile method including unit-cell test device have fixed outside diameter, as area replacement ratio increase, diameter of sand pile increase. These condition can bring about overestimation of stiffness of composite ground. In addition, existing large soil box which consist of bellows type loading plate can occur serious mistake in checking the amount of drained water because there are additional drainage along the inside wall in device. Overcoming these shortcoming, this paper developed modified large scale soil box consist of piston type load plate. In this study, using this device, series of modified large scale soil box tests were performed, and investigated the settlement and stress transportation characteristics with area replacement ratio in sand compaction pile method.

• 한국전자파학회논문지
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• 제16권3호
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• pp.260-269
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• 2005

본 논문에서는 초광대역 특성을 가지는 프린티드 모노폴 안테나를 제안하였다. 제안한 안테나는 마이크로스트립 급전구조를 사용하였으며, 변형된 접지면과 복사소자 사이에 형성된 테이퍼 구조는 입력 임피던스의 변화를 개선시킴으로써 광대역 특성을 구현하였다. 제안한 안테나를 최적화 시킨 후, 제작 ·측정한 결과 VSWR$\leq$2를 기준으로 하한 주파수 0.89 GHz에서 상한 주파수 30 GHz 이상의 초광대역 특성을 갖는다. 안테나의 복사형태는 $\theta$=0$^{\circ}$ 방향에서 복사 이득이 아주 낮고, $\theta$값이 증가하면서 복사 이득이 증가하는 코니컬 빔 복사 패턴을 갖는다.

• Journal of electromagnetic engineering and science
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• 제15권4호
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• pp.219-223
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• 2015

In this paper, a miniaturized radio frequency choke (RFC) using modified stubs is proposed to improve isolation characteristics in a multiple-input-multiple-output (MIMO) antenna system. The proposed RFC, based on the LC resonance, is designed to suppress the leakage current that leads to the degradation of antenna diversity performances in the MIMO antenna configuration. The proposed RFC is composed of two open stubs that are implemented on the top of the ground plane and miniaturized by adding a slit structure on the ground plane. The MIMO antennas are also designed to verify isolation performance in the LTE 2300 band (2,300-2,400 MHz). The MIMO antennas perform well with low reflection coefficient characteristics and high isolation characteristics in the whole LTE 2300 band. To evaluate the isolation in the MIMO system, the envelope correlation coefficient (ECC) is calculated, and the value is less than 0.08. The achieved ECC is regarded as a reasonable result for improving isolation performance in the frequency range of 2,300-2,400 MHz; also, radiation patterns of antenna elements are maintained regardless of the presence of RFC.

• 한국지반공학회지:지반
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• 제13권5호
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• pp.19-34
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• 1997

Classical earth pressure theories normally assume that ground condition remains uniform for considerable distance from the wall, and that the movement of the wall is enough to result in the development of an active pressure distribution. In the case of many low gravity walls in cut, constructed, for example, by using gabions or cribs, this is not commonly the case. In strong ground a steep temporary face will be excavated for reasons of economy, and a thin wedge of backfill will be placed behind the wall following its construetion. A designer then has the difficulty of selecting appropriate soil parameters and a reasonable method of calculating the earth pressure on the w리1. This paper starts by reviewing the existing solutions applicable to such geometry. A new silo and a wedge methods are developed for static and dynamic cases, and the results obtained from these are compared with two experimental results which more correctly mod el the geometry and strength of the wall, the fill, and the soil condition. Conclusions are drawn concerning both the magnitute and distribution of earth pressures to be supported by such walls.