• Fire Science and Engineering
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• v.26 no.6
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• pp.72-77
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• 2012

When the concrete and steel combined composite beam is exposed to high temperature, concrete could delay temperature rising of steel by covering or increase heat capacity of structural member. For becoming of structural reinforcing by unification between materials, fire resistance rate of composite beam would be higher than simple steel beam. The temperature rising of exposed steel of composite beam is directly related with section shape and exposure length of steel. In this study, fire resistant tests were carried out for composite beams and steel beam with same thickness of spray-type fire resistant materials in standard fire, and after that, temperature histories were analysed and compared with shape factor. The correlation between steel temperature and shape factor was showed very high. This result suggests that if it can be predict the comparative advantage of member by factor which cause the performance enhancement, it could be conclude that an Standard Accreditation method can be adjust to members without indivisual certifiicate of accreditation.

• Fire Science and Engineering
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• v.21 no.1 s.65
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• pp.51-59
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• 2007

The purpose of this study is analyzing the fire behavior according to the fire load for G underground shopping mall located in Daegu city. when predict fire behavior, fire load and ventilation coefficient are important factor who dominate fire temperature or fire continuance time. Therefore, size of unit room, opening size and inflammable investigated on the field. Fire load calculated using unit calorific value by each material of inflammable that investigate. And reduction model experimented fire load about 6 models with variable. Fire behavior analyzed by heat flows of inside space that temperature rise and temperature change by time of fire source.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.10a
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• pp.52-62
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• 2010

우리나라 손해보험 업계의 경영실적을 보면 2003년부터 2007까지 5년간 연평균 1조 1,130억원의 당기순이익이 발생하였으나 이는 투자이익에 기인한 것이고 손해보험사업 본업인 보험영업 손익에 있어서는 연평균 5,218억원의 손실을 기록하고 있다. 이와 같이 손실이 발생한 원인은 손해율 증감에 따른 보험요율의 조정미흡, 손해율상승 및 사업비 증가 등의 요인이 있으나 근본적인 요인은 해외 출수재의 불균등과 과다한 해외출재로 인한 수지차의 역조현상에 기인하고 있다. 특히 화재위험을 담보하고 있는 보험상품인 화재보험과 재산종합보험의 출재보험료는 약3,670억원으로써 전체 해외출재보험료에서 가장 높은 30.8%를 차지하고 있다. 이는 방재기술(Loss Control)의 활용미흡과 방재기술에 근간을 두고 있지 못한 보험인수 정책 즉 언더라이팅(Underwriting)기법의 낙후 때문이라고 할 수 있다. 따라서 전통적인 보험 상품인 화재보험에서 보험인수시 물건의 위험도를 측정할 수 있는 화재위험도 평가기법이 필요하고 이를 근간으로 위험을 인수하고 보유의 규모를 결정할 수 있는 체계의 구축이 필요한 실정이다. 이에 본 연구에서는 특정물건의 화재보험 인수과정에서 건물에 내재된 잠재 화재위험의 고저 또는 양 불량을 판정할 수 있는 화재위험도 평가 모형을 개발한 후 이 평가 모형에서 산출된 화재위험도보유계수를 활용하여 보유금액을 결정할 수 있는 보험인수 모형을 도출 하였다.

• Proceedings of the Korean Institute of Building Construction Conference
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• 2013.11a
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• pp.50-51
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• 2013

In case of Korea, it goes frequently that underground parks has been burned. Based on standard temperature time curve(ISO-834), gerber, walls, slab of structures are constructed. However, Standard temperature time Curve is not considered that buildings are affected by vehicle fire. that is why it has the hazard that makes building reinforcement feeble. Based on the result that got from vehicle experiment before, we made four RC slab in this experiment and set the fire severity. according to the loading experiment after heating, we measured the effects that makes reinforcement and shape changes. Furthermore, we examined the safty of the structure by comparing before and after heating.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2011.04a
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• pp.334-339
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• 2011

이 연구에서는 내화천장구조 재료의 고온 열특성을 파악하여, 건축물 화재시 천장구조에 대한 보다 정확한 화재성상예측을 위한 실험적 자료로 제시하고자 한다. 건축물의 화재성상 예측은 내화설계 시 반드시 필요하며, 화재성상예측을 위해서는 화재하중, 작용외력, 안전계수 및 설계용 정수의 합리적인 설정이 중요하다. 화재하중 및 작용외력 등은 건축물의 부재가 지니는 하중조건에 대한 화재시의 부재 안정성 예측에 관계되는 부분이며, 설계 시 필요한 데이터 중 내화천장구조 재료의 고온 열특성 값은 화재발생 구획의 화재온도가 주요 구조부재에 전달되는 정도를 예측할 수 있는 인자로 볼 수 있다. 따라서 내화천장구조 재료의 고온 열특성 값 설정은 화재발생 공간의 온도범위($20{\sim}1000^{\circ}C$)에 걸쳐 평가 및 분석되어야만 정확하고 신뢰성 있는 화재발생 예상 공간의 부재 온도 및 안전성 분석이 가능하다. 이에 국내 건축구조물에 사용되고 있는 대표적인 내화피복 재료인 방화석고보드, 텍스, 암면에 대해서 $20^{\circ}C{\sim}900^{\circ}C$까지의 열전도율을 측정하였다. 실험결과 방화석고보드와 텍스의 경우 약 0.15 W/m K까지 일정하게 증가하였다. 암면의 경우 약 $700^{\circ}C$까지는 방화석고보드나 텍스에 비해 열전도율이 낮게 나타났지만, $800^{\circ}C$ 지점부터 용융 및 탄화가 진행되면서 열전도율이 급격히 상승하는 것으로 나타났다.

• Fire Science and Engineering
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• v.28 no.5
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• pp.44-51
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• 2014

In this study, the Mock-up office space experiments have been performed for the fire behavior analysis of the compartmented space used for the performance-based fire safety design of buildings. Mock-up test was conducted using the compartmented office space dimensions, which are 2.4 m wide, 3.6 m wide, and 2.4 m hight. Test was conducted with the combustible materials such as a desk, a chair, a computer ect. The fire load in the Mock-up office space was $18.74kg/m^2$. As a result, the temperature of the central compartment space to reach $600^{\circ}C$ were 394 to 408 s. The temperature of the corner near the entrance edge to reach $600^{\circ}C$ were 404 to 420 s. At this study, the temperature curve in the compartmented space has been predicted using the temperature data appling the BFD curve. The BFD curve factor based on the fire tests was determined by the maximum temperature of $900^{\circ}C$, 7 min to reach the maximum temperature, and the shape coefficient of 1.5. The initiating fire was rapidly increased to 9 min, and decreased.

• Journal of Korean Society of Steel Construction
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• v.17 no.4 s.77
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• pp.491-498
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• 2005

This study involves the development of a computer program to analyze the local buckling stresses for the flange and the web of I-beams under compression at elevated temperatures, and the optimization algorithm to analyze the optimum width-thickness ratios which does not occur their local buckling prior to yield failure. The high-temperature stress-strain relationships of steel used in this study were based on EC3 (Eurocode3) Part1.2 (2000b). In this study, the local buckling stresses and the optimum width-thichness ratios were analyzed considering the influences of the yield stress, local buckling coefficients and width-thickness ratios of the flange and the web. Design examples show the applicability of the computer program developed in this study.

• Journal of Korean Tunnelling and Underground Space Association
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• v.15 no.3
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• pp.289-300
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• 2013

This study numerically considered the characteristic of smoke movement and the effect of hot smoke gas on tunnel wall surface temperature during road tunnel fire under boundary condition of fire growth curve that is applied to fire analysis in road tunnels. The maximum heat release rate were 20 MW and 100 MW and tunnel air velocities were 2.5 m/s and velocity induced by thermal buoyancy respectively, also the cooling effect of tunnel wall was considered. As results, when tunnel air velocity was constant at 2.5 m/s during tunnel fire, due to the cooling effect of tunnel wall, the smoke layer was rapidly descent after some distance and it flowed the same patterns at the downstream. When heat release rate was 100 MW (and jet fan was not installed), the maximum temperature of tunnel wall surface has risen up to $615^{\circ}C$. The heat transfer coefficient of tunnel wall surface was varied from 13 to $23W/m^2^{\circ}C$ approximately.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.12 no.12
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• pp.5910-5916
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• 2011

Surface area of the steel member exposed to fire differs according to type and size of the section and the kind of the member, which shows a big difference in the temperature rise of the steel by fire. The section factor ($H_p$/A) is determined by factors such as type, size, and member of the steel and type of the fire protection material, and it is the criteria in determining thickness of the fire protection material. This study showed that the size of the steel increase regardless of the steel type, the section factor decrease. In the results on fire protection thickness of the steel according to the section factor, the efficiency of 1 hour fire protection was lower from 30 to 50% than the criteria. And there is the member, which have the thickness lower the minimum 27% in 2 hour fire protection, but it generally approached in the criteria. In case of H-shape steel, the efficiency of 3 hour fire protection was suitable for the criteria, but rectangular hollow steel section and circular hollow steel section were higher (5.0-17.5%) than the criteria.

• Fire Science and Engineering
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• v.32 no.5
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• pp.34-39
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• 2018

In this study, the experiment conditions for the variation of heat release rate in compartment space were constructed to analyze the effects of fire spread and the operation time of sprinkler in accordance with the heat loss of the sprinkler's heat element. The compartment composed of fire board (width = 0.3 m, height = 0.5 m, length = 3.0 m), are manufactured to measure the temperature distributions in the inner space, the mass loss rate and heat release rate during the experiment of N-heptane pool fire test. Also, the operation time of sprinkler is analyzed with the installation of sprinkler and C-factor using Fire Dynamics Simulator Ver.6 under the experiment conditions. The results show that the operation time of sprinkler, which has RTI $100(m{\cdot}s)^{0.5}$ operating temperature $70^{\circ}C$, is 30 s~60 s for C-factor = 0 and 1, 62 s~92 s for C-factor = 3, and 120 s over for C-factor = 5, respectively.