• Monthly Korean Chicken
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• v.5 no.4 s.46
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• pp.1-1
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• 1999

• KOREAN JOURNAL OF CROP SCIENCE
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• v.57 no.2
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• pp.132-136
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• 2012

Kenaf (Hibiscus cannabinus) is an annual herbaceous plant of the family Malvacease that has been planted in tropical Africa and Asia region for more than 4000 years and use as source of fiber, energy and feed stock. In this study, the physiological characters and chemical compositions of kenaf mutant variety "Jangdae" developed using gamma irradiation at the Korea Atomic Energy Research Institute (KAERI) were compared with three genetic resources (Auxu, C12, and C14-DRS). Jangdae showed the highest productivity growth rates in fresh yield, dry weight (DW) yield (leaf and stem), node number, and stem thickness. Especially, leaf DW yield of Jangdae was 1.6-3.1 times higher than that of three genetic resources. Also, stem DW yield of Jangdae was 1.6-2.1 times higher than that of three genetic resources. In the analysis of chemical composition, Jangdae showed 16.9% of crude protein content that was 0.86-0.94 times lower than three cultivars. However, Jangdae showed the highest neutral detergent fiber (NDF) contents in leaf (32.5%) and stem (75.2%). Also, acid detergent fiber (ADF) contents of stem and leaf in Jangdae were 64.4% and 33.9%, respectively. Total polyphenol and total flavonoid contents were 22.1 mg/g and 7.4 mg/g in Jangdae. Based on these results, Jangdae would have the potential to become a successful forage crop.

• Tunnel and Underground Space
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• v.16 no.5 s.64
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• pp.357-367
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• 2006

Recently, as the construction of new railway and the relocation of existing line increase, tunnel structures grow longer. The railway fire accidents in long tunnel bring large damages of human life and disaster. The interest of safety in long tunnel have a growing and the safety standard of long tunnel is tightening. For that reason, at the planning of long tunnel, the optimum design of safety facility in long tunnel for minimizing the risks and satisfying the safety standard is needed. For the reasonable design of long railway tunnel considering high safety, qualitative estimation for tunnel safety is required. In this study, QRA (Quantitative Risk Assessment) technique is applied to design of long railway tunnel for assuring the safety function and estimating the risk of safety. The case study for safety design in long railway tunnel is tarried out to verifying the QRA technique for two railway tunnels. Thus, the inclined and vertical shaft for escape way and safety facilities in long tunnel are planned, and the risks of tunnel safety for each case are estimated quantitatively.

• Journal of Korean Society of Transportation
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• v.27 no.1
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• pp.17-25
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• 2009

This research analyzed the changes of drivers' visual workload with beta wave of bionic signals from brain's occipital lobe from entrance to exit section of the Yuksimnyeong tunnel which is 3.1km long in Daejeon-Tongyeong section of Jungbu expressway. There are 10 subjects who Participate our experiments and the results are as follows. First. the drivers' visual workload is higher about 41% in entrance section of the tunnel than 200m in advance of the section of the tunnel. Second, it is higher than 200m in advance of the section of the tunnel by 34.5% that the value of the drivers' visual workload who is driving in the tunnel. Third, as a result of analyzing the tunnel into 200m unit section, it is statistically different from other sections' at the 1.0km and 2.4km section from the entrance of the tunnel. If drivers sustain average visual workload for safe driving in very long tunnel, it's not desirable environment that drivers' visual workload goes under the average workload. Therefore, it would be the section where drivers who is driving in tunnel could cause a traffic accident.

• Journal of The Korean Society For Urban Railway
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• v.6 no.4
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• pp.383-392
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• 2018

This study investigated the change of additional axial stress of rail and reaction force at bridge bearings due to the track-bridge interaction when laying CWR on non-ballasted railway bridges including truss bridges with relatively long span. According to the results of the present study, additional axial stresses of rail and reaction forces at bridge bearings showed a large increase when CWR is installed on the non-ballasted railway bridge. The additional axial stress of rail can be acceptable if sufficient lateral resistance can be obtained. However, if the reaction force increases, there is a risk of damage of the bearing or pier, and therefore, it is necessary to take measures to mitigate the reaction force. It is found that additional axial stress of rail decreases when considering the frictional resistance of the bridge movable support, but its effect on the bearing reaction force is very small. On the other hand, when the longitudinal track restraint decreases, both additional axial stress of rail and bearing reaction force are reduced to a large extent. Also, when the ZLR fastening devices are applied to the region where the additional axial stress of rail is highest, bearing reaction force as well as additional axial stress of rail greatly decreased. Therefore, the application of ZLR fastening devices with the reduction of the longitudinal track restraints is very effective for installing CWR on non-ballasted railway bridges.

• Computational Structural Engineering
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• v.6 no.3
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• pp.12-23
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• 1993

본 고에서는 현재 설계 완료 상태에 있는 서대해대교 사장교의 내풍설계를 위한 풍동실험을 중심으로 풍동실험의 계획단계에서부터 제작방법, 교량가설 지점에서의 기류형태에 대한 MODELING 방법, 풍동실험의 전반적 방법, 난류상태에서의 실험결과 등을 소개하였다. Computer로부터 계산된 고유진동수를 비교한 결과, 그 값이 잘 일치함으로써 모형제작이 우수한 것으로 판단되었다. 교량 자체의 안정성은 100년 빈도 풍속을 기준으로 안전율이 약 2.4를 유지함으로써 매우 안정한 것으로 입증되었고, Vortex Shedding 진동현상도 보이지 않음으로써 교형단면 형상은 적절히 선정되었음이 밝혀졌다. 따라서, 본 실험에서 사용된 방법 및 경험은 향후 건설될 장대교에 대한 내풍설계용 풍동실험에 많은 도움이 될 것으로 사료된다.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2008.11a
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• pp.165-167
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• 2008

토양 속에 첨가된 납의 농도가 증가하면 애기장대 식물체 내에 축적된 납의 농도도 증가하였는데, 특히 오염물질 배출기준농도보다 50배 높은 납이 첨가된 토양에서 생장한 식물체내에 축적된 납 농도는 정상식물보다 약 2.6배 증가하였다. 이러한 결과는 토양 속에 오염된 납은 식물의 줄기나 일보다는 뿌리에 더 많이 축적되며, 줄기와 잎에 축적되는 납농도는 토양 속에 오염된 납 농도에 비례하여 증가하지 않으나 뿌리에서는 농도에 비례하여 매우 증가하였음을 나타내고 있다.

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2006.10a
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• pp.577-578
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• 2006

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.28 no.6
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• pp.463-475
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• 1999

산업과 생활수준의 향상에 따라서 도로나 철도 등의 기간산업에 대한 고속화 및 대용량화가 요구되고 있다. 특히 철도에 있어서는 선형의 직선화 및 복선화계획이 진행되면서 터널건설이 증가하고 장대터널이 요구되고 있는 실정이다. 이에 따라 철도터널의 환기 및 방재 시스템의 설계기법에 관심이 고조되고 있으나 현재의 국내 철도 터널은 대부분 오래 전에 건설된 것이며 또한 환기설비를 요구할 만큼의 장대터널이 없기 때문에 이를 고려하지 않고 있다. 그래서 국내의 철도터널 환기설계 기술은 미약한 상태로 현재 발주되는 대부분의 공사를 외국의 용역사의 설계에 의존하고 있는 실정이다.

• The Magazine of the Society of Air-Conditioning and Refrigerating Engineers of Korea
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• v.40 no.4
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• pp.4-10
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• 2011

자동차의 대중화와 인구집중화로 인하여 대도시의 경우 지하공간에 도로를 설치하려는 계획이 많아지고 있다. 그 계획에 대하여 장점을 찬성하는 사람들도 있지만 안전에 관하여 많은 사람들이 우려를 하고 있다. 그러므로 장대지하차도의 국내외 사례를 확인하고 재해에 대한 방재대책에 관하여 살펴보고자 한다.