• Proceedings of the Korean Nuclear Society Conference
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• 1998.10a
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• pp.276-276
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• 1998

• Proceedings of the Korean Nuclear Society Conference
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• 1999.05a
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• pp.331-331
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• 1999

• Proceedings of the Acoustical Society of Korea Conference
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• autumn
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• pp.307-310
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• 2000

평판에서 발생되는 램파가 물체 내에 존재할 수 있는 미세 결함과의 상호작용에 의해 비선형 음향효과를 발생시키는지 관찰하고 이로부터 결함의 존재 유$\cdot$무를 확인하고자 했다. 이차원의 판형 매질로서 $2000{\times}110{\times}2{\cal}mm^3$인 강철판을 사용했으며 결함은 강철판의 임의의 위치에 인위적으로 미세틈새를 형성하여 모델화시켰다. 488kHz의 저주파수 연속파와 톤버스트 형태의 1MHz 고주파수 음파를 입사시켰다. 결함의 유$\cdot$무에 따른 강철판에서의 수신음파에 대한 주파수 응답을 통하여 비선형 음향반응인 배진동 주파수와 합$\cdot$차 주파수의 발생을 관측함으로써 매질 내의 결함 유$\cdot$무를 판별하고자 했다. 결함이 존재할 경우, 존재하지 않을 경우와 비교했을 때 배진동 주파수는 진폭이 15dB, 합$\cdot$차주파수는 진폭이 18dB이상 증가됨을 관찰함으로써 평판에서의 결함의 존재 유$\cdot$무를 확인할 수 있었다.

• Proceedings of the Korean Nuclear Society Conference
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• 1998.05b
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• pp.458-463
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• 1998

고준위방사성페기물의 기준 처분시스템 (Reference Geological Disposal System)의 개념설정을 위하여 현재 국내 원전에서 발생되고 있거나 향후 2010까지 건설될 원전으로부터 발생될 모든 사용 후 핵연료연료의 특성(크기, 무게, 초기농축도, 연소도, 냉각기간 등)을 대표할 수 있는 기준 사용 후 핵연료를 선정하였다.

• The Journal of the Convergence on Culture Technology
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• v.9 no.4
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• pp.633-638
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• 2023

In this study, the effect of the change in cable tension on the track irregularity of railway ballasted track on a railway steel composite bridge was analyzed. As a result of comparing design and analysis results for cable tension, a difference of less than 3% was found, and analysis modeling was analyzed to reflect the design conditions well. In addition, the adequacy of the analysis modeling was demonstrated by comparing the field measurement results with the analysed cable tension. By considering the change in cable tension as a variable, the track irregularity of the railway steel composite bridge was analyzed. As a result of the analysis, it was analyzed that the total and one-sided cable tension change had a direct effect on the vertical irregularity among the track irregularity items. In addition, it was found that the change in track irregularity occurred in the section close to the cable position. It was analyzed that the change in cable tension had a more direct effect on track irregularity that had a direct correlation with the vertical direction rather than the lateral direction.

• IE interfaces
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• v.16 no.2
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• pp.117-124
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• 2003

This study focuses on the detailed explanation of the strategic allocation algorithm which can be used as an ATP(Available To Promise) from the perspective of customers, and as a sales plan for sales organizations. A strategic allocation algorithm includes three methods depending on FIXED RATIO, RANK and DEMAND BASIS. In addition, further topics would be discussed regarding the method of system implementation utilizing strategic allocation algorithms and information flow with an aim to integrate such a sales plan into the e-Biz. This study aims to provide a new solution in order to secure emerging competitive factors in today's enterprise world; that is, an achievement of faster business processes. It is suggested that this new solution be implemented in order to achieve an efficient business environment by systemizing the decision making process which in the past was manually conducted.

• Proceedings of the KIEE Conference
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• 2000.07a
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• pp.495-497
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• 2000

The KEPCO is developing the load forecasting sysetm using land use simulation method and distribution planning system. Distribution planning needs the data of presents loads, forecasted loads sub-statin, and distribution lines. Using the data, determine the sub-station and feeder lines according to the load forecasting data. This paper presents the method of formulation processfor the long term load forecasting and optimal distribution planning and optimal distribution planning. And describes the case study of long term distribution planning of Kwangju city accord to the newly applied method.

• Proceedings of the KIEE Conference
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• 2006.11a
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• pp.96-98
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• 2006

Recently major power outages are increased, because of transmission line fault by birds. Therefore, after finding out the problem of the current prevention measure for the super high voltage transmission Line in Korea and analyzing the protection measure of other foreign power companies for the transmission facilities fault by birds, this paper describes an effective device for power line fault protection by birds which has no legal problem and also protects birds. The described prevention measure of power outage by birds in this paper, has a special feature that is able to be installed on the current overhead transmission facilities without a replacement or change.

• Proceedings of the KIEE Conference
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• 2006.11a
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• pp.99-101
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• 2006

As the same concept with GIB, GIL(Gas Insulated Line) has been established and run for the first time in New Jersey, America, in 1972. At the beginning, the installation condition of GIL was complicated and the construction cost was excessive, so it was not economical, but the construction cost was substantially reduced with the use of insulation material which is the mixture of $SF_6$ and $N_2$ Gas in Germany, in 1990s. And also comparing to cable, GIL has lots of advantages, such as being capable of the high voltage transmission, being applied to reclosing and lowering the strength of electromagnetic force, Due to these advantages, GIL is recently accepted in many countries.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.1
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• pp.339-346
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• 2019

Various studies have been conducted to evaluate the probabilistic fatigue life of steel railway bridges, but many of them are based on a relatively simple model of crack propagation. The model assumes zero minimum stress and constant loading amplitude, which is not appropriate for the fatigue life evaluation of railway bridges. Thus, this study proposes a new probabilistic method employing an advanced crack propagation model that considers the live-dead load ratio for the fatigue life evaluation of steel railway bridges. In addition, by using the rainflow cycle counting algorithm, it can handle variable-amplitude loading, which is the most common loading pattern for railway bridges. To demonstrate the proposed method, it was applied to a numerical example of a steel railway bridge, and the fatigue lives of the major components and structural system were estimated. Furthermore, the effects of various ratios of live-dead loads on bridge fatigue life were examined through a parametric study. As a result, with the increasing live-dead stress ratio from 0 to 5/6, the fatigue lives can be reduced by approximately 30 years at both the component and system levels.