• 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.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.32 no.6D
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• pp.579-586
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• 2012

The main objective of the research is to evaluate the laboratory performances of epoxy asphalt mixtures for long-span steel bridge decks. The aggregate gradations were recommended for field applications. The laboratory performance test results showed that the durability of epoxy asphalt mixtures was more noticeable than that of conventional ones. The structural analysis was conducted using resilient modulus and bond-shear test results. The analysis results revealed that just 9% out of total bond-shear stress was enough for the entire required bond-shear stress in the pavement system. The tensile stresses in the bridge decks were within limits compared to the laboratory test results from the Nanjing Grand Bridge in China. As a result, the laboratory performances of the epoxy asphalt mixtures for long-span steel bridge decks were better than those of conventional asphalt mixtures. However, the laboratory performance tests of epoxy asphalt mixtures for long-span steel bridge decks should be conducted precisely since the strengths of the mixtures are sensitive to the temperatures and curing times.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.04a
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• pp.201-206
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• 2011

최근 국내에서는 대심도 터널 시공계획이 발표되면서 터널 구조물에 대한 방재 및 내화설계에 대한 관심이 높아지고 있다. 화재 발생 시 문제가 발생할 수 있는 콘크리트 라이닝의 내화설계를 위해서는 보다 구체적인 내화성능을 측정하기 위한 내화실험이 실시되어야 한다. 현재 국내에서는 건축물의 내화성능을 평가하기 위한 시험평가 방법이 제시되어 있는 상태이나 터널 구조물에 대한 시험법이나 성능평가는 거의 전무한 상황이다. 따라서 본 연구에서는 콘크리트 구조물의 화재손상 정도를 평가하기 위해 현장에서 사용되고 있는 터널 라이닝을 대상으로 화재 시 콘크리트 라이닝의 손상정도를 평가하였다. 실험은 대표적인 터널 화재시나리오 곡선인 RABT 화재 시나리오를 적용하였으며 폭렬방지에 효과적인 것으로 알려져있는 fiber cocktail(강섬유+폴리프로필렌섬유)의 혼입여부에 따른 성능평가도 함께 실시하였다.

• Proceedings of the KIEE Conference
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• 2003.07d
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• pp.2687-2689
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• 2003

국내 LNG/LPG 누출을 관리할 수 있는 유무선 복합 종합관리시스템을 개발하였다. 이 시스템은 무선가스누출 탐지 및 제어부, 유선가스누출 탐지 및 제어부, 종합관리 시스템부로 구성되며, 특징으로는 무선가스누설 제어부 : 통신속도 1200bps, 유선가스누설 제어부 : 내부통신속도 9600 bps, IEEE 802 양방향 통신 방식, 최대전송속도 25 Mbps, 군 관리기능(server to server). 자체진단기능 등이다. 본 시스템을 가스공사 연구개발원 내에 운영되고 있는 CNG 및 LCNG 충전에 설치 운영하여 성능시험을 거친 결과, 현재까지 기존의 외국제품과 동등한 성능을 보이고 있으며 단가면에서도 2/3정도로 경쟁력을 가지고 있다. 보다 장기적인 현장적용 시험을 통해 성능 및 장기안정성 등이 확립되면 국내시장뿐만 아니라 수출을 통한 국제시장 점유도 기대할 수 있을 것이다.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.11a
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• pp.577-580
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• 2008

This paper was discussed about in-site application of heavyweight(or high density) concrete. Heavyweight concrete was placed with the method of conventional. Placement of conventionally mixed heavyweight concrete is subject to the same considerations of quality control as normal density concrete, except that it is far more susceptible to variations in quality due to improper handling. It is particularly subject to segregation during placement. Segregation of heavyweight concrete results not only in variation of strength but, far more importantly, in variation in density that are intolerable for work this type, since this adversely affects shielding properties. Heavyweight concrete materials and heavyweight concrete should be sampled and tested prior to and during construction to insure conformance with applicable standards and specifications.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.6
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• pp.220-228
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• 2010

A steel wire-integrated deck plate that welds integrated triangle truss steel wires on a galvanized steel sheet is developed to reduce construction costs of a slab or formwork such as shores and supports, and it is already widely applied in many construction fields. This study selected upper and lower steel wires, lattice steel wires, span, and cutting methods of ends as variables, and conducted an experimental test by manufacturing a total of 32 full scale test bodies. According to the result, changes in final destruction types of the test bodies and cutting methods of ends didn't affect structural performance of test bodies, and for a 3.2m-span test body, there was no big problems in using ${\Phi}4.5$ of lattice steel wires.

• Journal of the Korean Society of Hazard Mitigation
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• v.6 no.4 s.23
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• pp.1-6
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• 2006

In terms of the speed-up of the conventional line, the research for a improved turnout was carried out continually around world. A turnout is known that it is the most unstable equipment structurally in the rail system. So, the turnout is needed more stable structure. An accurate assembly of turnout affects traveling qualify of turnout area and running safety. Therefore, a turnout which is pre-assembled at a factory by using the split PC sleeper is transported to construction site recently in advanced countries. In this paper, the performance measurements which estimate the safety of the split PC sleepers which are adopted for the first time to improve performance of turnout are implemented indoors. The split PC sleeper is one of components of the improved turnout. The test is considered of the worst ballast condition under the maintenance work as like STT(Swithc Tie Tamper) or MTT(Multiple Tie Tamper). These experiments results indicate that structural safety for the expansion joint of the split PC sleepers.

• Journal of Advanced Navigation Technology
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• v.27 no.6
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• pp.782-787
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• 2023

Korea augmentation satellite system (KASS) integration, verification, qualification (IVQ) activity is verification of requirements for KASS system and its sub-system that were performed based on the inspection, analysis, review of design, test (IART) method from factory acceptance test (FAT) to test readiness review (TRR) after critical design review (CDR) was closed. In the FAT phase, developed equipment was installed on the test platform and we were verified interfaces between sub-systems and coupling test with the kass control station (KCS). In the site aceeptance test (SAT) phase, on-site verification was conducted by installing equipment verified by FAT such as kass reference station (KRS), kass processing station (KPS), kass uplink station (KUS), KCS. However, considering the developed plan and status, SAT was divided into 3 phases and coupling test was performed. In the TRR phase, the KASS system verification was performed through FAT's test list and additional test list using the satellite based augmentation system (SBAS) broadcast signal from geostationary earth orbit (GEO) 1.

• 한국신재생에너지학회:학술대회논문집
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• 2010.06a
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• pp.167.1-167.1
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• 2010

본 연구에서는 수직 밀폐형 지중열교환기 뒤채움용 그라우트의 종류와 첨가재 종류, 지중열교환기 파이프 단면에 따른 지중열교환기의 성능을 비교 평가하기 위해 현장 시험 시공과 현장 열응답 시험을 수행하였다. 뒤채움용 그라우트재는 벤토나이트와 시멘트를 사용하였으며 첨가제로는 천연규사와 흑연을 적용하였다. 지중열교환기 파이프 단면은 일반적으로 시공되는 U-loop 파이프 단면과 파이프 사이의 열간섭 효과를 최소화 한 3공형 파이프 단면이 적용되었다. 시멘트-천연규사 그라우트재가 벤토나이트-천연규사 그라우트재 보다 큰 지중 유효열전도도를 보이고 흑연을 첨가한 그라우트는 시멘트와 벤토나이트 모두에서 천연규사만 첨가하였을 때 보다 지중 유효열전도도가 높게 나타났다. 3공형 파이프 단면의 경우 단면에 따른 영향을 비교하기 위해 그라우트는 시멘트-천연규사와 벤토나이트-천연규사를 사용하였으며 지중 유효열전도도 측정결과 각각 3.64 W/mK, 3.40 W/mK으로 일반 U-loop 파이프 단면을 사용하였을 때 보다 높게 나타났다.

• The Journal of the Institute of Internet, Broadcasting and Communication
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• v.11 no.2
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• pp.21-27
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• 2011

In this paper, we describes about implementations of Advanced Terrestrial DMB prototype system which can provide high higher efficiency of transmission and better quality of service than Terrestrial DMB(T-DMB) system for performance improvement of conventional mobile multimedia broadcasting system. And also we analyze field test results of the system. Advanced T-DMB system has been developed to increase data rate up to double of conventional T-DMB in same bandwidth while maintaining backward compatibility, using hierarchical modulation and turbo code. We conducted field tests to verify the performance of the proposed system through implementing of test system. As a result, we confirmed 0.576Mbps and 1.152Mbps were added to mode B and mode Q of Advanced T-DMB respectively than T-DMB system.