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정영도,이영준,권덕철,최희환 한국물리학회 2017 Current Applied Physics Vol.17 No.3
The plasma characteristics of pulse-modulated, radio frequency (RF) power in an inductively coupled plasma discharge were investigated. A two-dimensional axisymmetric structure was simulated based on the fluid model. In addition, the energy and mobility of neutral species were considered. When the power was switched to ON from OFF, the electron density and electron temperature changed instantaneously. When the power was OFF, we analyzed the profiles of the electron density and electron temperature over time. Moreover, the ion energy distribution function was investigated using several RF bias conditions.
정영도,김태영,연익준,김만수,김학성,전태성 한국폐기물자원순환학회 2009 한국폐기물자원순환학회지 Vol.26 No.5
Oak and hardwood samples were treated in organic acid solutions under a variety of experimental conditions. It was found that hemicellulose and lignin were degraded during the treatment with organic acid. The acid concentration, reaction time, and temperature were the major factors affecting glucose extraction. The optimum condition for degradation of hemicellulose was found that with the use of 15% organic acid, and the highest glucose extraction efficiency could be reached at 100 after 150 min of reaction time. The optimal glucose yield was 1.79 mg/Lg·g for acetic acid and 1.17 mg/Lg·g for formic acid. at optimal condition.
정영도,정기석,Jung, Yeong Do,Jeong, Gi Seog 한국융합보안학회 2016 융합보안 논문지 Vol.16 No.6
북한이 우리 사회의 취약한 전산망에 대한 충분한 사이버 공격능력을 갖추고 있어 다양한 대규모의 사이버 공격을 시도할 것으로 예상된다. 북한의 사이버전 수준은 세계 최고수준으로 알려져 있다. 사이버 요원의 수도 지속적으로 증가하고 있다. 최근 북한의 사이버공격은 수법과 대상을 가리지 않는 전방위적으로 행해지고 있다. 그러나 지금까지의 북한 사이버공격은 실질적인 공격이라기보다는 탐색의 성격이 강하다. 남한이 얼마나 빨리 문제를 발견하고 복구하는지를 알아보기 위한 목적이었다고 볼 수 있다. 하지만 앞으로는 막대한 실질적 피해를 주는 사이버공격을 자행할 개연성이 높다. 주요 교통 금융 에너지시설 등의 국가기반시설에 대한 공격이 발생할 경우 그 피해규모는 상상을 초월할 것이므로 이에 대한 대책이 필요하다. 따라서 본 논문에서는 최근 북한 사이버공격의 특징을 살펴보고 대응 방안으로 사이버테러방지법제정, 대응모의훈련실시, 민관협력체제 구축, 사이버보안 인프라 확대 등을 제시하고자 한다. As North Korea has a sufficient ability to attack our society's vulnerable computer network, various large-scale cyber attacks are expected to be tried. North Korea's cyber military strength is known a world-class level. The number of its cyber agents is increasing consistently. Recently North Korea's cyber attack has been made regardless of trick and target. But up to now North Korea's cyber attack is more of an exploration than a real attack. Its purpose was to check how fast Korea found a problem and recovered from it. In future, cyber attack that damages substantially is highly probable. In case of an attack against national infrastructure like traffic, financial and energy services, the extent of the damage will be great beyond imagination. In this paper, characteristics of recent North Korea's cyber attack is addressed in depth and countermeasures such as the enactment of cyber terror prevention law, simulation training enforcement, private and public cooperation system construction, cyber security infrastructure expansion, etc. are proposed.
정영도,구민세,이성태,김희성 한국구조물진단유지관리공학회 2013 한국구조물진단유지관리공학회 논문집 Vol.17 No.1
Recently, the construction industry has been changed in such a way that the cost for bridge construction should be optimized or reduced. Therefore, bridges are required be cost-effective in terms of initial construction as well as in the maintenance during service stage. In order to reduce the cost for bridge construction, the Rahmen typed structure, in which the bridge components from superstructure to substructure are integral, has many advantages to reduce the size of structural members including girders, since the loadings from superstructure may be transferred to substructure through the connecting rebars such as stud, etc. This paper studied on the continuous Up and Down Prestressed Concrete (UD PSC) girder bridge in which the reinforced concrete pier cap is integral with the part of girders in superstructure. In previous studies, it is known that the structural behavior of continuous UD PSC girder bridge is quite different compared to the one of the bridges with conventional bearings or shoes to support the loading from girders. Nevertheless, it has hardly been studied about the structural behavior of bridge with UD PSC girder. Therefore, in this study, various dynamic behaviors of continuous UD PSC girder bridge with integral pier cap have been analyzed using numerical method. Furthermore, an equation to evaluate the impact factor is suggested for the UD PSC girder bridge which has two to three continuous spans. 건설환경의 지속적인 변화로 인하여 교량 건설비용의 최소화뿐만 아니라 공용기간중의 유지관리를 포함한 전체 비용의 최소화 및 최적화의 요구가 증가하고 있다. 이러한 이유로 교량의 상부구조에서 하부구조로 힘을 전달하기 위해 사용되는 교량받침 대신에 스터드나 연결철근 등과 같은 연결재를 사용하여 교량의 상부구조와 하부구조를 라멘식으로 일체화 시킨 교량형식이 제시되고 있다. 이 논문은 교량의 상부구조 형식을 연속 UD PSC 거더로 하여 철근콘크리트 교각과 일체화 시킨 교각일체형 연속 UD PSC 거더교를 대상으로 한다. 교각일체형 연속 UD PSC 거더교는 라멘교 형식과 거더교 형식을 결합한 교량으로 일반 받침형식의 교량과 상이한 거동특성을 나타낸다. 하지만 거동 특성에 대해 명확히 규명되어 있지 않다. 따라서 본 논문에서는 해석적 방법을 이용하여 교각일체형 연속 UD PSC 거더교의 동적거동 특성을 분석하고 2, 3경간 교각일체형 연속 UD PSC 거더교에 적용할 수 있는 충격계수 산정식을 제시하였다.