• Proceedings of the Korea Concrete Institute Conference
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• 2005.05b
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• pp.421-424
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• 2005

Discusses the results of an investigation of the relationship between maturity in field-cured specimens and that from the thinner dimension structure to thick, particularly at cold weather concrete. Tests were carried out on two different concrete mixes with 28 day compressive strengths ranging approximately 30MPa. Ready-mixed concrete was used, and test specimens were the conventional field-cured 10$\times$20cm concrete cylinder with insulating materials and without them, and test structures were the thinner(width 20cm), the general(width 40cm), the thick dimension(width 60cm), respectively. Tests were performed at age of 3, 7, 14, 28 day. Analyses of test results show that the maturity of concrete for require compressive strength was suggested to be keep higher than $164D^{circ}D$ until at least from 8day to 10day

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05b
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• pp.213-216
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• 2005

Salt attack and freezing & thawing test, one of the combined deterioration tests was performed to explore the mechanism of concrete structure deterioration under marine environment. Simple submerging test was proceeded to draw out its diffusion factor with salt water at the same time. Some of the mechanisms were driven with using three types of cements and four kinds of salt water concentrations. $\circ$ TBC was more durable than OPC or SRC for freezing and thawing action $\circ$ The higher chloride concentration of salt water was, the faster relative dynamic elastic modulus decreased and the higher the loss of weight was. $\circ$ The diffusion factor of TBC was smaller than those of TBC or SRC at simple submergence of concrete specimens into salt water.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2015.10a
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• pp.619-622
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• 2015

Recently, there are growing fluctuations of productivity and price caused by severe weather conditions in the agriculture. Yield forecasting methods have been studied to solve the problems. This paper predicted yield per area, production area, and elements of weather based on the linear equation. A yield is calculated by multiplying the production area times the yield per area that is compensated using the weighted sum of the elements of weather. In experiments, proposed method shows that a forecasting precision is the more than 90%.

• Proceedings of the KIEE Conference
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• 1998.07a
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• pp.362-364
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• 1998

The transmission of information by inductive loop is required for train-safety and fast running. FSK modulation has been used for transmission of information in fast running. Transmission channel between train and ground must be protected from interference of power line. To protect transmission data from noises, the analysis on the transmission line must be performed in advance. In this paper, transmission line is analyzed in view of reflection and time delay in both noise and signal.

• Information and Communications Magazine
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• v.31 no.9
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• pp.70-76
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• 2014

절대 보안성을 제공하는 양자 키 분배 (quantum key distribution, QKD)는 양자 역학을 이용한 정보통신 응용 중 가장 현실적으로 유망한 분야이다. BB84는 가장 널리 알려진 양자 암호키 분배 프로토콜로써, 4개의 양자 상태를 사용한다. 그 이후, 6개의 양자 상태를 사용하는 six-state 프로토콜이 제안되었으며, 이는 기 제안된 BB84프로토콜 대비 더 높은 보안성을 보이는 것으로 알려져 있다. 또한 QKD의 암호키 전송률 및 보안성 증가를 위해 이중 큐빗 QKD 프로토콜이 제안되었다. 이중 큐빗은 하나의 광자에 편광, 위상, 그리고 주파수 등의 서로 다른 두 개의 변조를 하는 것이다. 이중 큐빗 QKD 프로토콜은 16개의 양자 상태를 사용하며, 심볼 오류율 (Symbol Error Rate, SER)관점에서 앞서 언급한 두 개의 프로토콜 보다 더 높은 보안성을 보장할 수 있다. 본고에서는 앞서 언급한 총 3종류의 QKD 프로토콜의 보안성을 분석하고 비교함으로써 양자 상태 증가에 따른 QKD보안성을 성능을 살펴본다.

• Proceedings of the Korea Concrete Institute Conference
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• 2004.11a
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• pp.137-140
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• 2004

Hydraulic structures have been constructed with low cost concrete so as to increase the investment efficiency. As the construction of agricultural irrigation and drainage project is concentrated on off-farming season and come to construction less than 28-day strength in quality control. As we are aware the major thrust construction of short period is now in hydraulic structures rather then the large- scale. This paper will propose the relationship between the 7-day and 28-day compressive strength of concrete be investigated. Test will be carried out on nine different concrete mixes and 180 core drilled form the hydraulic structures with 7-day and 28-day compressive strengths ranging approximately from 24 to 30Mpa.

• Proceedings of the Korea Concrete Institute Conference
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• 2004.11a
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• pp.245-248
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• 2004

The prediction of the strength of cold weather concrete and the analysis of the insulating material effect were performed to apply the prediction function with maturity concept for quality control of them in this study. The several results driven from above processes were summarized as followings. First, the difference between the temperature of cylinder covered with insulating materials and that of cylinder without them was $4.5\~6.0^{\circ}C$. Second, the maturity of concrete was suggested to be keep higher than $96\~115^{\circ}C{\cdot}D$ until at least 7-day and the temperature of fresh concrete was suggested to be keep above $10^{\circ}C$ directly after set.

• Proceedings of the Korea Concrete Institute Conference
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• 2006.11a
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• pp.189-192
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• 2006

Following the evaluation of the irrigation & drainage structure, a suitable repair and reinforcing procedure can be selected based on this report. Successful procedures take into account the causes of the crack. This provides a survey of crack repair methods, including a summary of the characteristics of the cracks that may be repaired with each procedure, the type of irrigation & drainage structure that have been repaired and a summary of the procedures that are used. Readers are also directly contacted to the website(http:/rri.karico.co.kr/rricon). This report is intended to support the purposes, philosophy, and needs, using easily understood graphics and photos from the construction fields. The results of this study will be distributed to the public official in technical post, the operator in construction site and the member of Korea Agricultural & Rural Infrastructure Corporation and etc.

• Proceedings of the KIEE Conference
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• 1999.07g
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• pp.3259-3261
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• 1999

A passive RF transponder incorporating a non volatile memory element is powered by inductive coupling to a proximately located RF reader and communicates with reader. In this study, we designed and analyzed the passive RF transponder which is operated at 134kHz.

• Annual Conference of KIPS
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• 2014.11a
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• pp.1104-1106
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• 2014

FSDM은 SMART 기술검증 및 표준설계 인가 획득 사업을 통해서 개발된 인간공학 통합검증설비로서 SMART 주제어실 설계에 대한 인간공학 확인 및 검증시험 활동을 수행하기 위한 수단과 방법을 제공하는 설비이다. 이러한 목적으로 개발된 FSDM은 운영허가 취득단계에서 개발하여 운전원 훈련에 사용되어야 하는 시뮬레이터에 대비하여 약 10%의 모의 성능을 가지고 있다. 본 논문에서는 개발된 FSDM의 제어실 설계 측면에서 하드웨어 및 소프트웨어 자원에 대한 설계현황 분석을 수행하여 설계 개선 요구사항을 도출 및 반영하여 SMART 시뮬레이터 개발에 적용하였다.