• Journal of Energy Engineering
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• v.24 no.1
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• pp.51-57
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• 2015

The purpose of this study is to verify the performance of a static mixer for mixing of biogas and town gas by numerical analysis and demonstration test. The reason for designing a static mixer is that there is a need to mix town gas with biogas when there is less production of biogas in biogas sites. Non-uniformity in the outlet section was calculated for investigating the performance of a static mixer. Non-uniformity was based on the mole fraction of methane in a mixture of biogas and town gas. Low non-uniformity means that biogas and town gas are mixed well through this static mixer. Also, pressure drop at the outlet section of a static mixer was calculated. The pressure drop is less than 0.2% in this static mixer. This static mixer is suitable for applying to a 5MW bio-gas turbine through the demonstration test in the field.

• Journal of the Korea Institute of Information Security & Cryptology
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• v.29 no.4
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• pp.775-784
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• 2019

Malware infringement attacks are continuously increasing in various environments such as mobile, IOT, windows and mac due to the emergence of new and variant malware, and signature-based countermeasures have limitations in detection of malware. In addition, analytical performance is deteriorating due to obfuscation, packing, and anti-VM technique. In this paper, we propose a system that can detect malware based on machine learning by using similarity hashing-based pattern detection technique and static analysis after file classification according to packing. This enables more efficient detection because it utilizes both pattern-based detection, which is well-known malware detection, and machine learning-based detection technology, which is advantageous for detecting new and variant malware. The results of this study were obtained by detecting accuracy of 95.79% or more for benign sample files and malware sample files provided by the AI-based malware detection track of the Information Security R&D Data Challenge 2018 competition. In the future, it is expected that it will be possible to build a system that improves detection performance by applying a feature vector and a detection method to the characteristics of a packed file.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.3
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• pp.75-82
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• 2019

Slab panels are very important to develop asphalt concrete (AC) track for minimizing the roadbed stress due to the train load and reducing the plastic deformation of infrared-sensitive AC. In this study, the slab panel for AC track was developed through the shape design and the indoor performance test and its structural integrity has been investigated through the finite element analysis under the flexural tensile stress and the design moment according to various static load combination by KRL-2012 standard train load model and KR-C code. In order to verify the suitability of the slab panel for AC track, static bending strength test and dynamic bending strength test were performed according to EN 13230-2. Results show that the slab panel for AC track satisfies all the performance standards required by European standards such as crack loads and crack extension.

• Journal of the Earthquake Engineering Society of Korea
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• v.6 no.5
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• pp.53-58
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• 2002

A recent development, a concrete-filled steel(CFS) pier is an alternative to a reinforced concrete bridge pier in an urban area, because of its fast construction and excellent ductility against earthquakes. The capacity of CFS piers has not been used to a practical design, because there is no guide of a seismic design for CFS piers. Therefore, the guide of a seismic design value is derived from tests of CFS piers in order to apply it to a practical seismic design. Steel piers and concrete-filled steel piers are tested with constant axial load using quasi-static cyclic lateral load to check ductile capacity and using the real Kobe ground motion of pseudo-dynamic test to verify seismic performance. The results prove that CFS piers have more satisfactory ductility and strength than steel piers and relatively large hysteretic damping in dynamic behaviors. The seismic performance of steel and CFS piers is quantified on the basis of the test results. These results are evaluated through comparison of both the response modification factor method by elastic response spectrum and the performance-based design method by capacity spectrum and demand spectrum using effective viscous damping. The response modification factor of CFS piers is presented to apply in seismic design on a basis of this evaluation for a seismic performance.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.43 no.6
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• pp.709-719
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• 2023

In general, most of the electrical equipment responsible for control within power plants is housed in self-standing cabinets. These cabinets are typically fixed to a slab using post-installed anchors. Although the fixation method of using post-installed anchors provides stability, there is a risk of conductor failure due to external forces, including moments. However, the performance assessment of current anchors is only evaluated through uniaxial material tests. Therefore, the primary purpose of this study is to compare the static performance of post-installed anchors, considering on-site installation conditions, with their performance in material tests and to analyze the behavioral characteristics of the anchors. While conducting experiments using actual cabinets would be ideal, practical and spatial constraints make this approach difficult. As an alternative, experiments were conducted using a test specimen consisting of a steel column and a support. As a result, the pull-out performance of anchors reflecting on-site installation conditions was measured to be about 10% higher than that observed in material tests. The trends in load reduction and the point of maximum performance for the anchors also differed. To verify the reliability of the experimental study, a 3D FEM analysis was performed, which will provide predictive information on the loads transferred to the post-installed anchors for structural performance evaluations of electrical cabinets using shaking table test in the future.

• Journal of the Korea institute for structural maintenance and inspection
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• v.28 no.2
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• pp.43-52
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• 2024

In this study, we evaluated the seismic performance of a masonry building that was not designed to be earthquake-resistant and attempted to improve the seismic performance by adopting a seismic reinforcement method on the exterior of the building. In addition, the building seismic design standards and commentary(KDS 41 17 00:2019) and existing facility(building) seismic performance evaluation methods were applied to evaluate seismic performance, and a pushover analysis was performed using non-linear static analysis. As the result of this study, it was determined that seismic reinforcement was urgent because the distribution rate of earthquake-resistant design of houses in Korea was low and masonry structures accounted for a large proportion of houses. When reinforcing the steel beam-column+brace frame in a masonry building, the story drift angle was 0.043% in the X direction and 0.047% in the Y direction, indicating that it satisfied the regulations. The gravity load resistance capacity by performance level was judged to be a safe building because it was habitable in both X and Y directions. In conclusion, it is believed that the livability and convenience of the house can be secured by reinforcing the exterior of the building and the seismic performance and behavior of the structure can be clearly predicted.

• Journal of agriculture & life science
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• v.46 no.2
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• pp.9-17
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• 2012

In this study, in addition to the green tea - wood fiber hybrid composite boards of previous researches, to make effective use of saw dust of domestic cypress tree with functionalities and application as interior materials, eco-friendly hybrid composite boards were manufactured from wood fiber, green tea and saw dust of cypress tree. We investigated the effect of the component ratio of saw dust and green tea on dynamic MOE (modulus of elasticity). Dynamic MOE was within 1.41~1.65 GPa, and showed the highest value in wood fiber : green tea : saw dust = 50 : 40 : 10 of the component ratio, and had the lowest value in 50 : 30 : 20 of component ratio. These values were 1.4~1.6 times higher than static bending MOE of wood fiber - saw dust - green tea hybrid composite boards, and were 2.0~2.9 times lower than those of green tea - wood fiber hybrid composite boards reported in the previous researches. From the results of correlation regression analyses between dynamic MOE and static strength performances, a very high correlation coefficients were obtained, therefore it was found that static bending strength performances can be estimated with a high reliability from dynamic MOE.

• Proceedings of the Korean Information Science Society Conference
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• 2002.04a
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• pp.496-498
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• 2002

이동 에이전트는 네트워크 내에서 스스로 이동하면서 사용자 또는 다른 개체 대신 행동할 수 있는 컴퓨터 프로그램을 말하며 이동 에이전트가 적용될 수 있는 응용 분야로는 전자 상거래, 정보 검색, 병렬 처리, 네트워크 관리 등이 있다. 이러한 응용 분야에서 이동 에이전트가 작업을 수행하기 위해 이동할 때 작업 시간을 고려한 후 적절한 방법으로 목표 노드를 선택한다면 전체적인 작업 처리 시간은 단축되어 시스템의 성능은 향상될 것이다. 본 논문에서는 이동 에이전트의 목표 노드 선택 방법을 정적인 노드 선택법, 동적인 노드 선택법, 단순 순회 법으로 구분하고 이동 에이전트의 작업 시간에 따라 세 가지 방법을 적용하여 수행 성능을 측정하고 결과를 통해서 이동 에이전트의 작업 시간에 따라 적절한 노드 선택법을 사용할 때 전체적인 성능이 향상되는 것을 알 수 있었다.

• Proceedings of the Korean Information Science Society Conference
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• 1998.10b
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• pp.138-140
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• 1998

공간 데이터베이스 시스템의 성능을 향상시키기 위해서는 동적 및 정적 환경에서 발생하는 공간객체를 효율적으로 관리할 수 있는 공간색인방법이 필요하다. 그리고 검색의 성능을 높이기 위해서는 공간국부성을 고려한 공간색인방법이 요구되며, 공간국부성은 객체들의 위치 속성과 관계가 있다. 본 논문에서는 공간국부성 정도를 측정하기 위한 새로운 측도인 변형계층분산을 기술하였다. 그리고 기존의 검색공간 분할 방법의 성능을 변형계층분산에 의해 평가하였다. 실험에 의하면 하나의 분할 도메인을 선택한 후 선택된 도메인에서 분할 위치를 결정하는 것은 검색공간 상에 표현된 모든 엔트리들의 위치 속성을 충분히 반영하지 못하는 문제점이 있었다. 따라서 분할 도메인 및 위치의 선택은 검색공간을 구성하는 모든 도메인에서 동시에 고려되어야 한다.

• Proceedings of the Korean Information Science Society Conference
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• 2002.10e
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• pp.103-105
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• 2002

802.11과 같은 무선 네트워크에서는 전송오류에 의한 패킷손실이 많이 발생한다. 802.11 MAC 프로토콜에서는 에러 복구를 위해 ARQ방식을 통한 재전송을 통하여 에러를 정정하나 채널 에러 율이 증가하면 재전송 방식의 효율은 급격히 저하된다. 또한 재전송을하는데 있어서 다시 RTS와 CTS를 전송하여 데이터를 보낼 수 있는 채널을 확보해야 하므로 상당한 전송부하가 발생한다. 이에 재전송 없이 효율적인 에러 복구를 위해서는 FEC방식이 필요하다. 그러나 정적인 FEC방식은 연속적으로 변화하는 무선 채널의 전송 오류율에알맞은 정정 코드를 채택하지 못해 과도한 대역폭 낭비로 인하여 효율이 떨어지는 문제가 있다. 이러한 문제를 개선하기 위해서는 채널의 상태에 따라 정정 코드를 동적으로 변경하는 것이 필요하다. 본 논문은 FEC방식을 802.11 MAC 프로토콜에 적용할 수 있는 방안에 대해서 기술하고 채널 에러 변화에 따라 능동적으로 정정 코드 양을 조절하여 재 전송하는적응적 FEC 알고리즘을 제안한다. 본 논문에서 제안한 적응적 FEC 알고리즘을 802.11 MAC 프로토콜에 적용하여 성능을 측정한 결과 최대 80%정도 성능이 향상된 것을 확인할 수 있었다.