• 한국유체기계학회 논문집
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• 제18권1호
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• pp.5-10
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• 2015

The "Ondong tunnel" is not used now where is one of the tunnels in the Janghang line which is from Cheonan to Iksan. The length of the tunnel is 214 m. The location of the fire source is center of the tunnel and the pool fire with heptane is for the fire source. Tests are carried out for the various fire sizes, the height and obstructed/open condition of the fire source. Temperature on the top of the tunnel is measured. Even if the fire size is same, the maximum temperature on the ceiling of the tunnel for the elevated fire source is very larger than the maximum for the ground fire source. As the fire size is lager the maximum temperature on the ceiling is higher. These test results can be very useful for design and guidelines of fire detectors in tunnels.

• 한국화재소방학회논문지
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• 제26권1호
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• pp.10-15
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• 2012

원전 방화지역에서 화재가 발생할 경우 안전정지 케이블은 단락, 접지, 단선 등 전기적 고장으로 케이블에 고장이 발생하여 그 결과로 안전정지계통의 설비와 기기는 안전정지 기능을 상실할 수 있다. 따라서 원자력 발전소 안전정지계통의 설비와 기능은 다중설계, 계열간 독립 및 분리 원칙에 따라 운영되고 있다. 케이블 화재의 경우 기기 오동작과 오지시 또는 잘못된 계측을 유발할 수 있으며 운전원의 상황 판단에 오류를 일으켜 안전정지 기능을 저해할 수 있다. 본 논문에서는 원자력발전소 케이블 화재 조사 및 원인 분석, 케이블 화재온도 및 기능상실 기준 및 국내 원자력발전소에서 사용중인 케이블을 선정하여 노출 화재 시 케이블 기능상실 온도를 분석하여 케이블 안전성을 확인하였다.

• 한국환경생태학회지
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• 제26권1호
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• pp.67-73
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• 2012

본 연구에서는 2007년 7월부터 2010년 10월까지 4년 동안 강원도 삼척시에서 산불유형과 산불의 피해로부터 회복정도에 따른 낙엽생산량과 낙엽에 의해 임상으로 이입되는 영양염류 함량을 비교하였다. 산불대조구, 수관화 발생 조사구 (C-1, C-3), 지표화 발생 조사구(G-2)에서 4년간 평균 낙엽생산량은 각각 $7.74{\pm}2.56$, $1.17{\pm}0.67$, $2.97{\pm}0.44$, $2.92{\pm}0.42ton{\cdot}ha^{-1}{\cdot}yr^{-1}$로 나타났다. 낙엽 생산을 통해 임상으로 이입되는 4년간 평균 총질소, 총인, 칼륨, 칼슘과 마그네슘의 양은 산불대조구에서 각각 $22.20{\pm}12.43$, $1.16{\pm}0.46$, $2.68{\pm}1.44$, $16.22{\pm}4.69$, $1.36{\pm}0.32kg{\cdot}ha^{-1}{\cdot}yr^{-1}$로 가장 높은 값을 보였으며, 수관화 발생 조사구(C-1)에서는 각각 $3.73{\pm}2.31$, $0.10{\pm}0.09$, $0.27{\pm}0.20$, $2.75{\pm}2.58$, $0.24{\pm}0.27kg{\cdot}ha^{-1}{\cdot}yr^{-1}$로 가장 낮은 결과를 보였다. 총질소, 총인, 칼륨, 칼슘 및 마그네슘의 5개의 영양염류를 합산하여 보면 낙엽에 의해 임상으로 이입되는 영양염류의 함량은 산불대조구 > 수관화 발생 조사구(C-3), 지표화 발생 조사구 (G-2) > 수관화 발생 조사구(C-1) 순으로 나타났다.

• 한국화재소방학회:학술대회논문집
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• 한국화재소방학회 2007년도 춘계학술논문발표회 논문집
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• pp.208-213
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• 2007

• 설비공학논문집
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• 제18권6호
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• pp.493-500
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• 2006

This paper concerns the measurement of thermal conductivity of grouting materials for ground loop heat exchanger. A thermal conductivity meter, QTM-500 based on modified transient hot wire method was used to measure the thermal conductivity of neat bentonite and mixtures of bentonite and various additives. Relative to the total mixture mass, as the percent additive was increased the mixture thermal conductivity increased. For the bentonite-silica sand mixtures, the higher density of the sand particles resulted in much higher mixture thermal conductivity. The quartzite and silica sands produced the largest increases in mixture thermal conductivity, while common masonry and limestone sands produced lower thermal conductivity increases.

• Journal of Plant Biology
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• 제11권4호
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• pp.9-20
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• 1968

In general there are few cases which were caused by lightening and no fire was observed to have been caused but by artificial or accidental fires during preliminary survey. And then the most scales of burning in Korea are like the fig. 2. Temperature 5 cm apart from flame at the burning site were known to range from 165$^{\circ}$to 20$0^{\circ}C$ in surface fire on Myozangdong, pine-quercus dominant community and from 120$^{\circ}$ to 145$^{\circ}C$ in surface fire of Wolwoonni, Mischanthus dominant area and from 120$^{\circ}$ to 14$0^{\circ}C$ in ground fire of Wangzinkun, Mischanthus dominant, respectively. Through the preliminary survey, fire indicater plants in Korea were confirmed as Mischanthus coreensis Hack and Carex alterifolia Franch. The plants of highest frequency appeared in the burnt sites were known to as Potentilla cryptotaeniae Max, Mischanthus coreensis Hack, Carex alterifolia Franch and Artemisia brachyphylla Kitamura. Lespedezas were proved as one of the fire tolerant and Pinus densiflora was found out as the lowest intolerant plant to fire. The acidity of burnt soil was decreased according to the considerable amount of ash left on the ground. The acidity of surface soil was more decreased than the below 10cm of soil. The chemical composition(NO3, P, K, Mg, Total-N and Organic-C) of burnt soil was more increased than those of the unburnt sites. And the population changes of soil microflora seemed to have a certain tendency. The population of soil microflora was increased a little according to climatic conditions. Also there was an initial decrease in the population of microflora followed immediately by a significant increase.

• 국제강구조저널
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• 제18권4호
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• pp.1470-1481
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• 2018

Building-level response to post-earthquake fire hazards in steel buildings has been assessed using primarily two-dimensional analyses of the lateral force resisting system. This approach may not adequately consider potential vulnerabilities in the gravity framing system. For this reason, three-dimensional (3D) finite element models of a 10-story case study building with perimeter moment resisting frames were developed to analyze post-earthquake fire events and better understand building response. Earthquakes are simulated using ground motion time histories, while Eurocode parametric time-temperature curves are used to represent compartment fires. Incremental dynamic analysis and incremental fire analysis procedures capture a range of hazard intensities. Findings show that the structural response due to earthquake and fire hazards are somewhat decoupled from one another. Regardless of the level of plastic hinging present in the moment framing system due to a seismic event, gravity column failure is the initiating failure mode in a fire event.

• Steel and Composite Structures
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• 제43권3호
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• pp.353-362
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• 2022

Bridge fire hazard has become a growing concern over the last decade due to the rapid increase of ground transportation of hazardous materials and resulting fire incidents. The lack of fire safety provisions in steel bridges can be a significant issue owing steel thermal properties that lead to fast degradation of steel properties at elevated temperatures. Alternatively, the development of composite action between steel girders and concrete decks can increase the fire resistance of steel bridges and meet fire safety requirements in some applications. This paper reviews the fire problem in steel bridges and the fire behavior of composite steel-concrete bridge girders. A numerical model is developed to trace the fire response of a typical bridge girder and is validated using measurements from fire tests. The selected bridge girder is composed by a hot rolled steel section strengthened with bearing stiffeners at midspan and supports. A concrete slab sitting on the top of the girder is connected to the slab through shear studs to provide full composite action. The validated numerical model was used to investigate the fire resistance of real scale bridge girders and the effect of the composite action under different scenarios (standard and hydrocarbon fires). Results showed that composite action can significantly increase the fire resistance of steel bridge girders. Besides, fire severity played an important role in the fire behavior of composite girders and both factors should be taken into consideration in the design of steel bridges for fire safety.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2004년도 하계학술발표 논문집
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• pp.241-241
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• 2004

• International journal of advanced smart convergence
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• 제12권4호
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• pp.134-141
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• 2023

We present a novel method aimed at refining ground truth data through regularization and modification, particularly applicable when working with the original ground truth set. Enhancing the performance of deep neural networks is achieved by applying regularization techniques to the existing ground truth data. In many machine learning tasks requiring pixel-level segmentation sets, accurately delineating objects is vital. However, it proves challenging for thin and elongated objects such as blood vessels in X-ray coronary angiography, often resulting in inconsistent generation of ground truth data. This method involves an analysis of the quality of training set pairs - comprising images and ground truth data - to automatically regulate and modify the boundaries of ground truth segmentation. Employing the active contour model and a recursive ground truth generation approach results in stable and precisely defined boundary contours. Following the regularization and adjustment of the ground truth set, there is a substantial improvement in the performance of deep neural networks.