• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2021년도 가을 학술논문 발표대회
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• pp.96-97
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• 2021

In the Building Act, performance-based fire safety design is being promoted for institutionalization. The behavior of the structure against fire conditions can be predicted by using the advanced numerical analysis method based on the FEM (Finite Element Method) to predict the entire structural behavior including the behavior of the structure, but there is a limit to expressing the fire properties of the space and predicting the fire properties It is difficult to determine the variables to be transmitted to the FEM (Finite Element Method) model from the fire simulation results using FDS (Fire Dynamics Simulator). Accordingly, the purpose of this study is to introduce the code user's manual for FDS and FEM unidirectional coupling analysis.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
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• pp.307-312
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• 2002

This paper deals with structural behavior of reinforced concrete beams under fire and fire damaged condition. The main purpose of this study is to investigate the structural behavior of the beams under high temperature condition and to evaluate the remaining strength of flexural members by exposure time to fire. For this purpose, twelve beam specimens are fabricated and experimented. Ten specimens are exposed to the fire for 1 and 2 hours and to the failure. After being cooled in room temperature, the specimens are loaded to the failure. The research result shows that the main variables of the test, concrete cover and exposure time to fire are much influenced on the structural behavior and the remaining strength.

• Earthquakes and Structures
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• 제10권4호
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• pp.867-891
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• 2016

This paper addresses numerically the behavior of steel structures under Fire-after-Earthquake (FAE) loading. The study is focused on a four-storey library building and takes into account the damage that is induced in structural members due to earthquake. The basic objective is the assessment of both the fire-behavior and the fire-resistance of the structure in the case where the structure is damaged due to earthquake. The combined FAE scenarios involve two different stages: during the first stage, the structure is subjected to the ground motion record, while in the second stage the fire occurs. Different time-acceleration records are examined, each scaled to multiple levels of the Peak Ground Acceleration (PGA) in order to represent more severe earthquakes with lower probability of occurrence. In order to study in a systematic manner the behavior of the structure for the various FAE scenarios, a two-dimensional beam finite element model is developed, using the non-linear finite element analysis code MSC-MARC. The fire resistance of the structure is determined using rotational limits based on the ductility of structural members that are subjected to fire. These limits are temperature dependent and take into account the level of the structural damage at the end of the earthquake and the effect of geometric initial imperfections of structural members.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 가을 학술발표회 논문집
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• pp.635-638
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• 2003

This paper deals with structural behavior of reinforced concrete beams with high strength under fire and fire damaged condition. The main purpose of this study is to evaluate the residual strength of flexural members by exposure time to fire. For this purpose, six beam specimens are fabricated and experimented. Among the specimens, four specimens are exposed to the fire for 60 and 90 minutes and two specimens are control beam that is not exposed to fire. After being cooled in room temperature, the specimens are loaded to the failure. The research result shows that the main variables of the test, concrete cover and exposure time to fire are much influenced on the structural behavior and the residual strength.

• 한국화재소방학회논문지
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• 제2권2호
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• pp.17-30
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• 1988

In Our Country, the fire safety design is done by the standard furnace fire test. This is haphazard procedure, as the standard furnace fire endurance of structural elements has little relation to the structural element endurance in an actual Compartment fire. The standard furnace fire test results, though obtained at great cost, do not contribute to the understanding of the behavior of structural elements in an elevated temperature environment and can not be applied rationally in fire safety design. The response of a steel and reinforced concrete structure in fire is a very complex problem. Therefore, in this paper is explained about tendency of study for fire safety design in advanced nations.

• Architectural research
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• 제10권1호
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• pp.1-11
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• 2008

A Steel column with damaged spray-applied fire resistive material (SFRM) may exhibit reduced structural performance due to the effects of elevated temperature during fire events. Thus, the fire load behavior of steel columns with removed or reduced SFRM needs to be examined to predict the structural damage by fire. FEM analyses were performed for the flange thinning removal models in which the SFRM was reduced as a constant strip in thickness at the top flange of the column. The temperature results for all models obtained from the heat transfer analyses were included as an initial condition in the FEM structural analyses. In this study, the results of analysis show that even small remnants of SFRM led to an effective reduction of temperature at any given fire duration, and improved significantly the axial load capacity of a column as compared to the complete removal cases of SFRM.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
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• pp.1013-1016
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• 2003

This paper is to evaluate practically the techniques and materials of repair for RC elements with fire damages as well as to investigate the structural behavior of RC beams according to pre- or post-repair after fire-damages. For this purpose, normal concrete flexural specimens were exposed to high temperatures by the ISO 834 specification. After natural cooling and post-fire-curing in a natural environment for 2 months, the specimens were repaired with polymer cement mortar for 1 month curing.

• 한국강구조학회 논문집
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• 제19권4호
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• pp.357-366
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• 2007

본 연구는 비대칭 H형강을 사용한 슬림플로어 보의 화재시 구조성능에 관한 실험 및 해석적 연구로서, 화재시 본 합성부재의 구조거동을 파악하여 합리적 내화설계의 자료를 얻는 것이 목적이다. 화재실험으로 계획된 여러 변수의 시험체를 제작하고 상온과 고온에서 휨실험을 수행하여 시간에 따른 온도분포, 하중-처짐 관계를 분석하였다. 해석적 방법은 설계된 단면에 대하여 완전 합성을 가정으로, 열전도 해석으로 온도분포를 구하고 재료의 잔존강도를 분할된 메쉬에 입력하여 휨강도를 예측하였다. 웨브의 두께와 깊이를 변수로 하여 슬림플로어 보의 화재시 휨내력을 고찰하였다.

• Computers and Concrete
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• 제23권4호
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• pp.281-294
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• 2019

The post-fire behavior of structural elements and the cooling process has always been one of the main concerns of the structural engineers. The structures can be cooled at different rates, where they affect the structure's behavior. In the present study, a numerical model has been developed using the Abaqus program to investigate the effect of cooling rate on the post-fire behavior of the CFST column. To verify the model, results of an experimental study performed on CFST columns within a full heating and cooling cycle have been used. In this model, coMParison of the residual strength has been employed in order to examine the behavior of CFST column under different cooling rates. Furthermore, a parametric study was carried out on the strength of steel and concrete, the height of the specimens, the axial load ratio and the cross-sectional shape of the specimen through the proposed model. It was observed that the cooling rate affects the behavior of the column after the fire, and thus the higher the specimen's temperature is, the more effect it has on the behavior. It was also noticed that water cooling had slightly more residual strength than natural cooling. Furthermore, it was recognized from the parametric study, that by increasing the strength of steel and concrete and the load ratio, as well as modifying the cross-sectional shape from circular to square, residual strength of column at the cooling phase was less than that of the heating phase. In addition, with reducing column height, no change was witnessed in the column behavior after the cooling phase.

• 한국화재소방학회논문지
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• 제24권4호
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• pp.86-91
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• 2010

터널 내의 화재발생시 약 $1300^{\circ}C$이상으로 추정되는 고열에 의한 제반설비의 훼손, 콘크리트 구조체의 폭렬현상으로 인한 심각한 구조적 손상 및 이로 인한 내력구조물의 붕괴로 유발되는 2차적 화재피해의 가능성이 높으므로, 터널구조물의 내화설계 분야에 대한 대응기술개발이 추진되어야 할 시점이다. 하지만 국내에서는 화재에 의한 인적 경제적 피해를 최소화하기 위한 연구는 주로 일반건축구조물의 내화구조 대상건축물, 내화구조 공법, 시험방법 및 성능기준 등에만 집중되어 있으며 터널 내에서의 화재실험 및 내화구조 연구는 거의 전무하다. 따라서 터널 내 화재 발생에 따른 구조물의 역학적 거동특성 및 손상범위 파악 등과 같은 연구가 절실히 요구되고 있는 실정이다. 본 연구에서는 터널의 구조요소에 대한 화재거동 실증실험을 통해 터널 구조요소별 화재손상 범위 및 내화재료 최소시공두께를 선정하였다.