• JOURNAL OF ELECTRICAL WORLD
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• s.218
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• pp.35-39
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• 1995

• Geotechnical Engineering
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• v.6 no.3
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• pp.77-87
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• 1990

• Construction Engineering and Management
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• v.1 no.4 s.4
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• pp.50-55
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• 2000

• Korean Architects
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• no.4 s.157
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• pp.66-69
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• 1982

• Korean Architects
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• no.3 s.156
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• pp.60-62
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• 1982

• Korean Architects
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• no.9 s.174
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• pp.99-106
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• 1983

• Journal of Korean Society of Disaster and Security
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• v.7 no.2
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• pp.25-34
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• 2014

This study researches on global technology trend in each of composing technology, such as grouting material, grouting equipment, and construction management technology, which grouting technology has been founded upon to improve relatively inadequate domestic grouting technology and to establish the global standard for overseas expansion in the future. As far as grouting material is concerned, while High-Penetration and High-Strength micro cement ($1.5{\mu}m$) has been developed in 2000's in Japan, JinChun Kim et al. (2014) has been developing hybrid type micro cement grouting material and examining specifications of different kinds of projects and countries to analyze the trend of grouting equipment development. The specification contains detailed requisite specification for materials, mixers, pumps, agitators, and packers and it has to satisfy the standard of different countries to win global contracts. Grouting management technology can be divided into four different generations and Scandinavian countries, such as Sweden, Norway, and Finland, Japan, and South Korea are recently doing vigorous researches on the Fourth generation which merges grouting technology with ICT.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2004.11a
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• pp.75-78
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• 2004

H.264/AVC 동영상 부호화 표준은 이전의 여러 동영상 부호화 표준에는 없던 새로운 부호화 도구들이 추가되었으며 이를 통하여 보다 높은 압축 효율을 보인다. 추가된 부호화 도구들로 인하여 H.264내의 매크로블록은 이전의 부호화 표준에서 보다 많은 정보를 포함한다. 하나의 매크로블록에 대해서 최대 16개까지의 서로 다른 움직임벡터를 가질 수 있으며 최대 4개의 서로 다른 참조프레임을 가질 수 있다. 또한 다양한 블록크기로의 움직임 추정하며 이는 매크로블록의 모드로서 정의된다. 따라서 H.264내의 매크로블록은 기존보다 많은 움직임벡터를 가질 뿐만 아니라 기존에는 없던 참조 프레임과 매크로블록모드의 정보를 새로이 포함하고 있다. 반면 현재의 H.264내의 시방향 에러은닉기법은 이전 부호화 표준에서 사용하던 방법과 유사한 방법으로 에러가 발생한 블록의 주변 매크로블록의 움직임 벡터만을 고려하여 에러를 은닉한다. 본 논문은 H.264 부호화 표준의 특성을 고려하여 매크로블록이 포함하고 있는 다양한 의기의 움직임벡터 및 참조 프레임 뿐 아니라 주변 매크로블록들의 모드를 이용하여 서로 다른 블록 크기로 에러를 은닉함으로써 매크로블록이 포함하고 있는 정보를 최대한 활용하고 이를 통한 효율적인 에러은닉 알고리듬을 제안한다. 제안하는 알고리듬은 기존의 H.264에서의 시방향 에러은닉 기법과 비교하여 적은 연산량만을 가지면서도 최대 2.17dB까지의 향상된 화질을 나타낸다.

• Magazine of the Korea Concrete Institute
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• v.9 no.4
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• pp.155-165
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• 1997

Since the biggest time-dependent prestress loss of reactor containment structure is due to creep of concrete. the creep is one of important structural factors to be considered for the safety maintenance in the containment structure during design. construction and main enance. This paper is about the creep charactoristies of concrete for the reactor containment structure. In this paper, creep test was performed to show the creep characteristics of reactor containment concrete structure made of the type-V cement. Then, in order to evaluate the applicability of creep prediction equations of recently revised Korean Concrete Standard Specification(KSCE-96) and Japanes Concrete Standard Specification. ACI-209. CEB/FIP-90. and HANSEN, creep test results were compared with prediction results obtained from he equations. From the comparisons, it was shown that the equation of th KSCE-96 predicts creep for younger concrete than 1 year, better than the other equations and that all of the equations predicts creep, for older concrete than 1 year, smaller than test. From regression analysis. a creep prediction equation which effectively predicts creep of concrete due to loading after 1year was proposed.

• Journal of the Korea Institute of Building Construction
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• v.13 no.4
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• pp.341-350
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• 2013

For this study, a series of interviews with engineers in the Korean construction industry was carried out through a formal workshop format to analyze the causes of the inferior quality of builders' hardware. The authors established the causes of defects in window hardware construction in relation to the three aspects of system, design, and construction as involving the following seven factors: lack of system (including low ability to create construction specifications); low social awareness of the importance of window hardware; low technical capability to create design drawings; low design costs; small manufacturing capacity; low construction cost; and short duration of construction. Among the seven causes, the biggest cause of defects in window hardware construction is the lack of a system (low ability to create construction specifications), followed by low technical capability to create design drawings. In addition, this study carried out basic research to create measures to prevent defects in window hardware construction by analyzing how such causes of defects are distributed depending on the scale of architectural firms and construction companies during actual projects.