• Journal of the Korean Chemical Society
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• v.44 no.6
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• pp.573-580
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• 2000

MPT, which has been developed recently, is very tolerant to aqueous samples. Several types of MPT have been investigated and is found that the double concentric tube could sustain a stable plasma at a low plasma gas flow rate. However, the tip of torch is easily ruined. Triple concentric torch has shown the best stability and the plasma shape, much like that of ICP, especially when the central channel is quartz. The plasma is exposed and mixed with air as is suggested from the background spectrum, which leads to quenching of He MPT. Sensitivity of helium MPT equipped with a membrane desolvator has shown 10 times lower than that of Argon MPT for most of elements except for the ones with relatively high excitation energy. He MPT requires small plasma flow rate (about 1.6 L/min), stable and simple to use. Excitational temperature and electron number density measured are 4950 K and 3.28 ${\times}$ $10^{14}cm^{-3}$, respectively.

• Transactions of the Korean Society of Mechanical Engineers A
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• v.37 no.2
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• pp.187-192
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• 2013

Thin metallic sandwich plate with pyramidal metallic inner structures is manufactured from a continuous projection welding between face sheets and inner structures. Due to the welding pressure, imperfections of inner structures induced by the deformation of the inner structures occur. The imperfections affect the response of the thin metallic sandwich plate subjected to low-velocity impact loading. The goal of this paper is to obtain a proper dominant imperfection mode of the thin metallic sandwich plate with pyramidal metallic inner structures. The variation of impact responses of the thin metallic sandwich plate for different imperfection modes are investigated by finite element analysis. The results of the FE analysis are compared to those of drop impact experiments. From the results of the comparison, it has been shown that the dominant imperfection mode of the thin metallic sandwich plate with pyramidal metallic inner structures is all type of symmetric imperfection mode with symmetrical imperfections of four struts.

• Journal of the Korean Society for information Management
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• v.24 no.4
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• pp.267-283
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• 2007

In this study, measures of distributional similarity such as KL-divergence are applied to cluster documents instead of traditional cosine measure, which is the most prevalent vector similarity measure for document clustering. Three variations of KL-divergence are investigated; Jansen-Shannon divergence, symmetric skew divergence, and minimum skew divergence. In order to verify the contribution of distributional similarities to document clustering, two experiments are designed and carried out on three test collections. In the first experiment the clustering performances of the three divergence measures are compared to that of cosine measure. The result showed that minimum skew divergence outperformed the other divergence measures as well as cosine measure. In the second experiment second-order distributional similarities are calculated with Pearson correlation coefficient from the first-order similarity matrixes. From the result of the second experiment, secondorder distributional similarities were found to improve the overall performance of document clustering. These results suggest that minimum skew divergence must be selected as document vector similarity measure when considering both time and accuracy, and second-order similarity is a good choice for considering clustering accuracy only.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
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• v.19 no.8
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• pp.884-890
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• 2008

In this paper, Characteristics responded to frequency of a band-pass filter with admittance inverters(J-inverters) is considered. As a result, it is confirmed that attenuation characteristics of upper and lower frequency is asymmetric. And a modified circuit and design formulas are proposed to improve the asymmetric attenuation characteristics. By confirming the simulated and measured results that are got from designed and made a experiment on the band-pass filter with the proposed circuit and formulas for design, we confirm that the asymmetric attenuation characteristics of the band-pass filter are improved without any optimization or iterative design procedures and additional calculation efforts.

• Journal of the KSME
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• v.20 no.4
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• pp.296-302
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• 1980

이상에서 potential energy의 극소조건을 각종경우에 적용하여 재료역학의 해 또는 변형의 근사 해를 응용 예들을 통하여 구해 보았다. 이 해법은 을 받은 부재, 보(beam) 또는 순수 비틀림을 받는 엔형봉재의 경우, 부정정 문제에서 그 지지점들에서의 반력요소를 생각할 필요가 없기 때 문에 재료 역학적인 해법보다 더 간편하게 구해지고 있는 것을 볼 수가 있다. 또 보의 처짐 곡 선이 길이의 중앙면에 대하여 좌우 대칭형일 때에, 중앙단면에서의 최대처짐을 구하는데 삼각 함수의 근사처짐 곡선을 설정하므로써 실제 엄밀해에 가까운 근사값이 간단하게 구해질 수 있는 것을 보였다. 이 극소에너지 정리는 엔형단면이 아닌 각종 단면봉재의 비틀림 문제에서도 비틀림 응력함수를 도입하고, 경제조전을 만족하는 근사공력 함수방정식을 가정함으로써 간단하게 그 근사해를 구하는 데까지 직장할 수가 있다.

• Transactions of the Korean Society of Mechanical Engineers
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• v.9 no.1
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• pp.109-118
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• 1985

특이응력해석을 위한 일반화된 가역상반일 경계분식이 섬유강화복합재를 모형화한 직교 이방성 크랙평판의 수치해를 위하여 발전시켰다. 이 적분방정식은 평판경계에서의 탄성변위와 트랙션의 변수로 구성된 경계분식의 형태로 하중이 없다는 두 크랙면의 경계조건과 유한의 탄성변형에너지 의 개념에서 경계적 분식에 필요한 특성해를 규정하고 대응되는 보조해를 계산하였다. 직교이방 도를 달리한 중앙크랙평판의 응력확대계수를 계산하여 기존해와 비교하였다. 또한 대칭모우드 I 형의 양측크랙평판 및 복합모우드형 편측크랙 일단고정 평판의 응력확대계수가 임의의 섬유방향 각에 따라서 계산되었다.

• Proceedings of the Korean Information Science Society Conference
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• 2004.10a
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• pp.430-432
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• 2004

무선 센서 네트워크는 특정 관심 대상이나 환경으로부터 데이터를 수집하여 사용자에게 전달해 줌으로써 결정수단이나 연구를 목적으로 이용되어 지기 때문에 효과적인 보안이 요구되어 진다. 기존의 존재하는 많은 네트워크 보안은 센서 노드의 특성상 센서 네트워크에 적용될 수 없다 본 논문은 이런 센서 네트워크의 특성을 감안하여 대칭 키(symmetric key)를 기반으로 한 키(key) 관리 프로토콜을 제안한다. 제안 프로토콜은 키의 직접적인 이동 없이 마스터 키(Master Key), 의사 난수 생성기(Pseudo Random Number Generator:PRNG), 난수(Random Number:RN)의 조합을 통해 임의의 키를 생성함으로써 보안성을 강화함과 동시에, 다양한 통신 모델에서 사용되어지는 키들을 생성하고, 또한 통신 모델의 따라 프로토콜 축소와 확장이 가능하며, 다양한 네트워크 모델에 안도록 변형이 용이하게 설계되었다. 그리고 센서 노드의 에너지 소비를 감안하여 프로토콜 수행에 필요한 통신회수를 최소화하였다.

• Proceedings of the Korea Information Processing Society Conference
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• 2010.04a
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• pp.111-114
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• 2010

스타 그래프, 버블정렬 그래프, 팬케익 그래프는 노드 대칭성(node symmetric), 최대 고장 허용도(maximum fault tolerance), 계층적 분할 성질을 갖고, 하이퍼큐브보다 망비용이 개선된 상호 연결망이다. 본 연구에서는 상호연결망으로 널리 알려진 스타 그래프와 그의 변형된 그래프들 사이의 임베딩 방법을 제안하고, 임베딩 비용을 분석한다. 임베딩 결과는 버블정렬 그래프는 스타 그래프에 연장율(dilation) 3, 스타그래프는 팬케익 그래프에 연장율 4로 각각 임베딩 가능하다.

• Proceedings of the Korea Information Processing Society Conference
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• 2008.05a
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• pp.597-600
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• 2008

스타(star) 네트워크는 노드 대칭성, 최대 고장 허용도, 계층적 분할 성질을 갖고, 하이퍼큐브보다 망 비용이 개선 된 상호 연결망이다. 본 연구에서는 상호연결망으로 널리 알려진 스타네트워크와 RFM, 버블정렬네트워크 사이의 임베딩 방법을 제안하고, 임베딩의 연장율 비용을 분석한다. 연구 결과로 버블정렬(Bubblesort) 그래프 $B_N$을 RFM 그래프 $R_N$에 연장비율 2, 버블정렬(Bubblesort) 그래프 $B_N$을 스타그래프 $S_N$에 연장율 3에 임베딩 할 수 있다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.12
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• pp.294-302
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• 2018

To analyze the behavior of a soil beam under pore water pressure, the results of analytical solutions and finite element analysis (FEM) were compared quantitatively. In contrast to the results of the analytical solution, the horizontal stress obtained from the FEM did not show a symmetrical distribution. On the other hand, the horizontal stress became closer to symmetrical distribution as the number of elements of the soil beam were increased. A comparison of the horizontal stresses from the analytic solution with those obtained from Gaussian points of FEM showed that the magnitude of the tensile stress from the FEM using 3 elements was 6% of the maximum value of the analytical solution and the compressive stress from the FEM using the same elements was 37% of the maximum value of the analytical solution. The magnitude of the tensile stress from the FEM using 6 elements was 61% of the maximum value of the analytical solution and the magnitude of the compressive stress from the FEM using the elements was 83% of the maximum value of the analytical solution. Vertical stresses, which were obtained from the analytical solution, showed a continuous distribution with the depth of the soil beam, whereas the vertical stresses from the FEM showed a discrete distribution corresponding to each element. The results also showed that the average value of the vertical stresses of each element was close to that of the pore water pressure. A comparison of the vertical displacements computed at the near vertical center line of the soil beam from the FEM with those of the analytical solution showed that the magnitude of the vertical displacement from FEM using 3 elements was 35% of the value of the analytical solution and the magnitude of the vertical displacement from FEM using 6 elements was 57% of the value of the analytical solution.