• 제목/요약/키워드: Fire behavior

검색결과 593건 처리시간 0.029초

기후조건 변화에 따른 산불확산 변화 비교 (Comparison a Forest Fire Spread variation according to weather condition change)

  • 이시영;박흥석
    • 한국화재소방학회:학술대회논문집
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    • 한국화재소방학회 2008년도 추계학술논문발표회 논문집
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    • pp.490-494
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    • 2008
  • We simulated a forest fire which was occurred in Yangyang area on 2005 and compared a results between two different weather conditions(real weather condition and mean weather condition since 1968) using FARSITE, which is a forest fire spread simulator for preventing and predicting fire in USDA. And, we researched a problem in the transition for introducing, so we serve the basic method for prevention and attacking fire. In the result, severe weather condition on 2005 effected a forest fire behavior. The rate of spread under real weather condition was about 4 times faster than mean weather condition. Damaged area was about 10 time than mean weather condition. Therefore, Climate change will make a more sever fire season. As we will encounter to need for accurate prediction in near future, it will be necessary to predict a forest fire linked with future wether and fuel condition.

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Simulating the Response of a 10-Storey Steel-Framed Building under Spreading Multi-Compartment Fires

  • Jiang, Jian;Zhang, Chao
    • 국제초고층학회논문집
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    • 제7권4호
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    • pp.389-396
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    • 2018
  • This paper presents a numerical investigation on the structural response of a multi-story building subjected to spreading multi-compartment fires. A recently proposed simple fire model has been used to simulate two spreading multi-compartment fire scenarios in a 10-story steel-framed office building. By assuming simple temperature rising and distribution profiles in the fire exposed structural components (steel beams, steel column and concrete slabs), finite element simulations using a three-dimensional structural model has been carried out to study the failure behavior of the whole structure in two multi-compartment fire conditions and also in a standard fire condition. The structure survived the standard fire but failed in the multi-compartment fire. Whilst more accurate fire models and heat transfer models are needed to better predict the behaviors of structures in realistic fires, the current study based on very simple models has demonstrated the importance and necessity of considering spreadingmulti-compartment fires in fire resistance design of multi-story buildings.

Numerical study on the post-earthquake fire behavior of intermediate steel moment frames

  • Parvizizadeh, Shayan;Kazemi, Mohammad Taghi
    • Earthquakes and Structures
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    • 제22권2호
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    • pp.137-145
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    • 2022
  • As steel is highly sensitive to temperature variations, fire exposure is more destructive in the case of steel structures in comparison to the concrete ones. The performance of an intermediate three-story steel moment frame with 4 spans was studied under the service load, thermal load and post-earthquake fire in this paper. Also, the effects of passive fire-protection materials such as ordinary cement-based and fire-retardant coatings were investigated. To model and analyze the structure; Abaqus software is utilized. In order to apply the earthquake effect, the push-over analysis method is employed. Changes in the stories deflection, endurance time and growth of nonlinear regions due to losses in the steel stiffness and strength, are among the issues considered in this study. As an interesting finding, the beams protected by ordinary cement-based coating could sustain the fire exposure at least for 30 minutes in all cases. The mentioned time is increased by employing a new fire-retardant protection, which could prevent significant loss in the structure resistance against fire, even after 60 minutes of exposure to fire.

화재시 철근 콘크리트 보 내부 온도의 해석적 추정 (Analytical Estimation of Internal Temperature of RC Beam under Fire)

  • 이은주;신미경;강지연;신영수
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2004년도 춘계 학술발표회 제16권1호
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    • pp.548-551
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    • 2004
  • The main purpose of this study is to estimate the internal temperature of RC beam under fire. For this purpose, the finite difference method was used. In the previous studies, the structural behavior of fire damaged RC beams was investigated through experiments. The result was concluded that The high temperature affects the properties of concrete such as the elastic modulus, the compressive strength. The internal temperature Estimation of the concrete is helpful for understanding the structural behavior of fire damaged RC beams. Especially, high strength concrete has more spalling than normal strength one. So, this study is performed analysis of internal temperature of RC beam considering spalling.

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산불에 의한 활선선로의 이도변화 거동 (Temperature and Load Change behavior of Overhead Conductor under loading current due to Forest Fire)

  • 김병걸;김상수;장용호;한세원
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2009년도 제40회 하계학술대회
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    • pp.1295_1296
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    • 2009
  • The authors have published several technical reports on the deterioration of conductor due to forest fire in series so far. This is because even we have been experiencing hundreds of forest fires every year, no systematic research on conductor which is very vulnerable to fire have been fulfilled. This paper describes the sag-tension behavior of conductor under loading current normally when only partial area of a long conductor is exposed to fire. Temperaures of Overhead Conductor were different with measurement position. When the partial area of conductor was heated up to $500^{\circ}C$, 20 % of permanent tension loss was observed. This results in the increase of sag of 1.5 m when span is 300 m. The other results will be presented in the text.

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광폭 갱웨이 전동차량내 화재거동에 대한 수치해석적 연구 (A Simulation Study on Fire Behavior in The Wide Gangway Train)

  • 김치훈;이덕희;김동운;정우성;박서현
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.177-182
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    • 2010
  • The wide gangway train have different indoor without the gate door to the most trains. in gangway train of structure without the section, heavy casualties are possible to occur by quite smoke movement in fire. in this study, fire behavior and smoke movement were analyzed as the locations and kinds of fire source by using FDS simulation tool. the model train size of $9m{\times}2.4m{\times}2.4m$ was serially constructed of six cars.

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Pool 화재의 연소 특성에 관한 연구 (A Study on the Characteristics of Pool Fire)

  • 오규형;나선종;이성은
    • 한국화재소방학회논문지
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    • 제18권3호
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    • pp.39-44
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    • 2004
  • Pool화재의 화염 거동을 알아보기 위하여 산업에서 많이 사용되는 가연성 액체인 아세톤 메탄을 헥산 그리고 헵탄을 직경 50mrn에서 400nun까지의 용기 내에 넣고 연소실험을 하였다. 용기의 재질은 스테인리스와 구리를 사용하였다. 연소시간과 용기 벽면의 온도 및 열유속 등을 측정하였으며 연소 시 화염의 거동은 비디오카메라를 이용하여 촬영하였다. 실험을 통해서 연소속도와 화염의 높이는 용기 직경의 증가와 함께 증가하였으며 화염의 와류 생성 주기는 용기 직경에 반비례하였다. 또한 pool화재의 특성은 액체연료의 물리 화학적 성질과 용기의 재질에 의해서도 영향을 받는 것을 알 수 있었다.

주택 가연물의 연소 특성에 관한 연구 (A Study on Fire Behavior of Combustibles in a Residential Building)

  • 이성룡;육근환
    • 한국화재소방학회논문지
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    • 제23권4호
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    • pp.25-31
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    • 2009
  • 경제의 성장과 산업이 발달함에 따라 건축물의 구조나 형태가 다양화되고 있다. 최근에 건설되는 건축물은 과거에 비하여 고층화, 대형화되고 있다. 그 결과, 보다 많은 사람들이 건물을 이용하고 건물 내의 상존 가연물의 양도 증가하였다. 가연물에 대한 연소특성 파악 및 적절한 방재계획을 수립하지 않는 다면 많은 인명과 재산의 손실이 예상된다. 본 연구에서는, 주택내 가연물의 연소특성을 파악하기 위하여 실험이 실시되었다. 가연물로는 소파, 침대, 목재가 사용되었다. 열방출률, 연소가스의 농도, 실내 온도분포 등을 측정하였으며 각 가연물의 연소특성 등을 파악하였다. 각 가연물에 대한 최대 열방출률 값이 소파 1.9MW, 침대 650kW를 나타내었다.