통합 검색 | Korea Science

황인선;박경우
- 한국컴퓨터정보학회논문지
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- 제9권1호
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- pp.55-62
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- 2004
컴퓨터네트워크의 확대와 인터넷 이용자의 증가에 따른 부작용으로 컴퓨터 보안 문제가 중요하게 대두되고 있다. 따라서 침입자들로부터 위험을 줄이기 위한 침입 탐지 시스템에 관한 연구가 활발하다. 이동에이전트를 이용하는 제안된 컴퓨팅 패러다임의 잇점은 네트워크의 지연시간 극복. 네트워크 부하 감소, 비동기적이고 자율적인 실행, 동적인 적합성과 이기종 환경에서의 운영이다. 많은 정보 보호 모델들은 agent-to-agent, agent-to-platform, 그리고 platform-to-agent 위험한 요소들을 완화하기 위하여 제안되었다. 본 논문에서는 침입 탐지 시스템의 개발을 통해서 이동 에이전트의 성능을 분석하여 관리함으로써 데이터가 최상의 환경을 유지하도록 하였다.
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이영재
- 한국산업융합학회 논문집
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- 제16권1호
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- pp.1-8
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- 2013
In case that W/B is 20%, 30%, 40% respectively, the effects of additive and shrinkage reducing agent on the autogenous shrinkage for high strengthen concrete through the substitution of FA and SF analysis were obtained as following conclusions. When the ratio of FA increased, the compressive strength of high strengthen concrete is decreased in the early times. As the ratio of SF increase, the compressive strength also increased. Comparing with PC(Portland Cement) for 7 days curing, the strength is 13.8% of FA10 + SR0.5 and 19.2% of FA15 + SR0.5 decreased when W/B is 20%, and 6.1% of SF7.5 + SR0.5, 4.8% of SF15 + SR0.5, the strength are increased. In case that W/B is 30%, 13.1% of FA10 + SR0.5 19.1% of FA15 + SR0.5 the strength is decreased and 4.1% of SF 7.5 + SR0.5, 7.2% of SF15 + SR0.5 the strength are increased. In case of W/B 40%, 4.3% of FA10 + SR0.5, and 8.7% of FA15 + SR0.5, the strength is decreased and 3.3% of SF7.5 + SR0.5, 6.3% SF15 + SR0.5 the strength is increased. When the ratio of SR is 0.5%, autogenous shrinkage strain of OPC concrete appeared $-417{\times}10-6$ in 56days curing, the shrinkage strain is decreased 23.7%. The reducing effects of autogenous shrinkage when the mineral and shrinkage agent are used are the same as ones when only shrinkage agent used.
https://doi.org/10.21289/KSIC.2013.16.1.001 인용 PDF

오이식;박정덕;배영한
- 동력기계공학회지
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- 제5권2호
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- pp.71-78
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- 2001
Using sodium hypophosphite as reducing agent, bath composition and plating condition of electroless copper plating on plating rate have been studied. The followings were determined as optimum, bath composition; $CuSO_4\;0.025M,\;NiSO_4\;0.002M,\;NaH_2PO_2\;0.4M$, sodium citrate 0.06M, $H_3BO_3$ 0.6M, thiourea or 2-MBT $0.2mg/{\ell}$, and operation conditions; pH $9{\sim}10$ at bath temperature rage of $60{\sim}70^{\circ}C$. A small amount of nickel ion($Ni^{2+}/Cu^{2+}$=0.002/0.025) to the hypophosphite reduced solution promotes autocatalysis and continuous plating. An additive such as thiourea or 2-MBT of a small amount($0.2mg/{\ell}$) can be used to stabilize the solution without changing plating rate much. The attivation energy between $20^{\circ}C\;and\;70^{\circ}C$ were calculated to be 11.3kcal/mol for deposition weight. Plating reaction had been ceased by the adjustment of pH above 13, temperature higher than $90^{\circ}C\;and\;under\;20^{\circ}C$. Deposited surface became worse in the case of increment of bath temperature above $80^{\circ}C$.
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배장춘;김호림;황인성;이형원;양성환;한천구
- 한국건축시공학회:학술대회논문집
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- 한국건축시공학회 2004년도 학술대회지
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- pp.7-10
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- 2004
This paper investigated the possibility of quality restoration of deteriorated concrete caused by long distance delivery using chemical admixtures such as superplasticizer. AE agent and retarding agent. According to test results, long distance delivery lead to reducing fluidity and air content markedly, while setting time accelerated. Quality restoration agent(QRA) was made by combining super- plasticizer. AE agent and retarding agent with the proportion of 1:0.0025:0.1. It was confirmed that deteriorated concrete achieved quality restoration with the level of target slump, air content and setting time without strength loss when using QRA with proper amount.
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