• Journal of Korean Society of Steel Construction
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• v.18 no.5
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• pp.655-664
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• 2006

The purpose of thisanalytical study of an iTECH composite beam subjected to fire conditions is to determine the beam's fire resistance performance using its load ratio and fire protection as parameters. A composite structural system is expected to have a safer and more economical fire safety design than a mere collection of isolated members.heat transfer analysis was performed on the basis of the finite element program ANSYS 10.0 using an ISO834 standard fire, following the main guidelines proposed by EC1 Part 2.2 and EC4 Part 1.2. To validate the analytical simulation of the iTECH composite beam, comparison of the experimental tests was proposed.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.4C
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• pp.283-290
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• 2006

Concrete has advantages in fire situations as it is non-combustible and has low thermal conductivity. However, concrete that is not designed against fire can experience significant explosive spalling from the build-up of pore pressures and internal tensile stresses when heated. In this study, the performance of wet-mixed high strength sprayed polymer mortar for fire resistance of tunnel system was evaluated by experimentally and numerically. The fire test was performed in fire resistance(electric) furnace according to RABT(Richtlinien fur die Ausstatung und den Betrieb von $Stra{\beta}entunneln$) time heating temperature curve, so as to evaluate the temperature distribution with cover thickness of wet-mixed high strength sprayed polymer mortar for fire resistance of tunnel system. Based on experimental results and numerical analysis, the proper cover thickness of wet-mixed high strength sprayed polymer mortar determined the more than 4cm.

• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.3
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• pp.118-122
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• 2010

The study presents a standard time-temperature curve to evaluate the fire performance of subway tunnel structures. The central subway section is 135km long in Korea, the fourth longest in the world. The number of subway tunnels has been increasing rapidly and fire risk is proportional to the tunnel length. However, an adequate time-temperature curve for subway tunnel fires does not exist. Therefore, we studied a proposed foreign fire design model for which the heat rate is based on the traffic, and we present an appropriate time-temperature curve for Korean subway tunnels. The ISO 834 curve was used as a fire design model and the temperature distribution in the tunnel was estimated using numerical analysis. This led to a proposal for effective measures against subway tunnel fires.

• Journal of Korean Society of Steel Construction
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• v.26 no.4
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• pp.323-334
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• 2014

In this paper, experimental program and associated numerical study were carried out to evaluate the fire resistance of unprotected concrete-filled rectangular steel tubular (CFT) columns subjected to the standard fire. The key testing parameters included the length effect, the load ratio, and the sectional dimensions of the CFT columns. Temperature distribution and axial deformation of the CFT column specimens were measured and analyzed. Rather early local buckling of steel tubes was observed in all the specimens. This caused subsequent load transfer from steel tube to concrete, and eventually triggered concrete crushing, or complete loss of the load bearing capacity of the column. This implies that the limit state of local buckling as well as overall flexural buckling should be incorporated in fire design procedure. As expected, the fire resistance time of specimen with higher load ratio consistently lessened. The prediction of fire resistance time of unprotected CFT columns based on the limiting steel temperature in current design codes or the formula proposed by previous studies is slightly conservative compared to the fire test results available. To establish the finite element analysis model that can be used to predict the thermal and structural behaviour of unprotected CFT columns in fire, the fully coupled thermal-stress analysis was also tried by using the commercial code ABAQUS. The numerical results showed a reasonable global correlation with the experimental results.

• Proceedings of the Korea Society for Energy Engineering kosee Conference
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• 1998.05a
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• pp.15-20
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• 1998

전산유체역학 기법을 이용하여 석탄가스화기 내화재내에서의 온도분포 해석 및 열손실량 계산을 수행하였다. 일차원 이론적 해석, 이차원 전도열전달 해석 및 삼차원 대류-전도 복합열전달 해석 등 세 가지 방법론으로 전산해석을 수행하고 그 결과들을 서로 비교하였으며, 또한 해석결과들을 석탄가스화기 실험결과와 비교하였다. 결과의 정확성, 수치해석상의 편리성(수렴성 및 계산시간) 등을 종합적으로 검토하여, 이차원 전도열전달 해석이 공학적 설계에 적용하기 적절한 방법론임을 제시하였다. 전산해석 결과를 3톤/일급 석탄가스화기에 적용해 본 결과, 총 열손실량은 설계치 운전기준으로 약 1% 정도인 것으로 판별되었다.

• Fire Protection Technology
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• s.28
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• pp.30-36
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• 2000

This manuscript is based on the report "THE RESEARCH ON THE OBJECT TO BE FIRE RESISTIVE AND THOSE LIMITS" issued by FILK. With advancement of the life style recently. People seek for more comfort therefore the aspect of the residence is getting more complex. Meanwhile, the vital and property loss caused fire is getting higher. For the safe of the public welfare, these fire hazard should be controlled by governmental system. It will also be satisfactory if this small opinion could be helpful for the safe.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2013.11a
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• pp.31-32
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• 2013

건축 구조물의 내화성을 판단하기 위한 가장 보편적인 방법은 가열로에서 규정된 표준가열곡선에 따라 시험하는 것이다. 이러한 방법은 건축 구조물의 내화성을 빠르고 쉽게 판단하기에는 적합하나 지식의 발전과 함께 증가하는 성능기반설계법에 대해 합리적인 근거를 제시하지 못하고 있다. 따라서 본 논문에서는 실제 화재에서 발생할 수 있는 국부화재에 대한 강재 기둥의 거동에 대해 평가하고 그에 대한 기초자료를 제시하고자 하였다.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2009.04a
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• pp.410-414
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• 2009

Performance based fire engineering design should be developed through basic survey and fundamental element such as analytic program for evaluation of fire performance of building. The basic elements will be expressed to the surveys of the structures of building laws, regulation and the fundamental elements consist of technical guidances contained design fires, heat analysis, determination of structural performance.

• Magazine of the Korea Concrete Institute
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• v.13 no.6
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• pp.52-57
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• 2001

• 건축구조
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• v.12 no.3
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• pp.75-82
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• 2005