• Title/Summary/Keyword: Fire Safety Design

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A Study on the Effective Smoke Exhaust Amount of Load-Tunnel with Semi-Transverse Ventilation - Balanced Exhaust Case - (도로터널 반횡류식 환기방식의 최적배연 풍량산정에 관한 연구 - 균일배기의 경우 -)

  • Rie, Dong-Ho;Yoo, Ji-Oh;Shin, Hyun-Jun
    • Journal of the Korean Society of Safety
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    • v.21 no.2 s.74
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    • pp.46-51
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    • 2006
  • The smoke exhaust system is one of the effective systems to save lives when fire occurs underground. This study presents a complete analysis of effective smoke exhaust and smoke characteristics for a fire occurring with a transverse ventilation system use as a smoke exhaust system. The performance of the smoke management system was studied by computer modeling using FDS version 3.1. A fire size of 20MW was used for tunnel with balanced exhaust transverse ventilation. The smoke management design and the procedure as simulated in this study are also compliant to the tunnel construction and fire codes of Korea.

A Study on Reasonable Improvement of Legal Requirement for Fire Proofing for Steel Structures in a Chemical Plant (화학플랜트에서 철골구조물 내화기준의 합리적인 개선에 관한 연구)

  • Hwang, Soon-Yong;Char, Soon-Chul;Kang, Kyung-Sik
    • Journal of the Korea Safety Management & Science
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    • v.9 no.1
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    • pp.51-63
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    • 2007
  • It is noted that the disaster such as fire, explosion, collapse has been rapidly increased caused by strength deterioration of steel structures at petrochemical plant during fire. In this regard, it is stressed out that the legal requirement for fire proofing for steel structures at petrochemical plant should be carefully reviewed since the current legal requirement such as Industrial Safety & Health Law, Architectural Law has a conflict and different way of approach. In addition, it is our point of view that the present law should be revised to consolidate into single law including engineering design criteria to reflect unreasonable legal requirement. It is further our point of view that the performance certificate for fire proofing like UL-1709, basis of maintenance should be appropriately and reasonably provided in line with global practice.

The Quantitative Risk Assessment for Railroad-tunnel Fire Incidents by using CFD code (CFD code를 이용한 철도터널 화재 위험도 평가)

  • Kim, H.B.;Lee, D.H.;Jang, Y.J.;Jung, W.S.
    • 한국전산유체공학회:학술대회논문집
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    • 2011.05a
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    • pp.169-172
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    • 2011
  • Recently, railroad long tunnels are increasing and growing longer due to topological feathers like a lot of mountain in Korea. But fire disaster of a long tunnel cause many people to injury and death. For that reason, at the early design stage of a long tunnel, risk assessment and mitigation measure of risk for satisfying tunnel safety are required. According to the railroad facility safety standard (Korean MLTM Announcement No. 2006-395), risk assessment for railroad-tunnel fire should be performed when design stage. Therefore, various methods of risk assessment for tunnel fire have been studied and applied. In the paper, QRA(Quantitative Risk Analysis) for fire risk assessment by using CFD code is presented and the usefulness of CFD is discussed.

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A Study on the Investigation of Users Guide of One-Way Coupled Analysis for Performance-Based Structural Fire Resistance Design (성능기반 구조내화설계를 위한 단방향 연성해석 사용자가이드 조사에 관한 연구)

  • Kwon, Young-Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2021.11a
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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.

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NEW TREND OF FIRE SCIENCE AND EIRE PROTECTION TECHNOLOGY

  • Sugahara, Shinichi
    • Proceedings of the Korea Institute of Fire Science and Engineering Conference
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    • 1997.11a
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    • pp.19-26
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    • 1997
  • Firesafety design engineerings have been mainly derived from complicated rearrangement of descriptive specifications in codes or regulations through a great number of lessons from fire disasters. In this paper, the author refers to some recent developments in the field of building fire protection. At first, the author expresses his viewpoints concerning performance-based design codes, which have been popular throughout the world as a symbol of freedom from restricted usage of building materials and components prescrived in regulation or bylaws, in spite of some conflicts between objects-oriented design method and industrial mass production. Secondly, the author introduces several innovative fire protection methods adopted for large or void spaces in building complex. Finally, the author forcasts a next development of firesafety science and technology, aimed at securing personal safety in hyperscale urban areas.

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A Basic Study on the Fire Experiment of a Single Area for Fire Safety Design. (단일구획실험을 통한 화재안전설계에 관한 기초적 연구)

  • Kim, Dong;Yoon, Ung-Gi;Seo, Dong Goo;Kwon, Young Jin
    • Proceedings of the Korean Institute of Building Construction Conference
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    • 2013.11a
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    • pp.110-111
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    • 2013
  • This research studies in the field of domestic fires are an issue in many scientific fire research as a research method to validate the domestic environment and ISO-9705 housing on the basis of experiments in virtual space by making a single fire compartment space for conducting experiments and Appearance of a fire occurring within each flammable Heat Release Rate analysis was carried out mainly. Placed within the space of one flammable HRR calculated as the sum of the number of single-room fire experiments conducted and the results compared with the value in comparing the conduct of fire locations and fire load within the building area of the future, the HRR value represents the change in domestic a consideration of the safety of the building is to propose matters.

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A Study on Safety Assessment of the Evacuation at the Large-scale Amusement Facilities (대규모 위락시설의 피난안전성능 평가에 관한 연구)

  • Park, Bong-Rae;Kong, Ha-Sung
    • Fire Science and Engineering
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    • v.23 no.4
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    • pp.165-173
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    • 2009
  • As the Performance Based Fire Protection Design is legislated, studies on a fire and evacuation are actively in progress. The Performance Based Fire Protection Design should be developed toward enlarging the Life safety. In addition, the Performance Based Fire Protection Design shall not merely review the aspects of fire fighting but it shall also include regulations pertaining to evacuation stipulated in laws and regulations for buildings. This study performed an evacuation time prediction based on OO Night Club, one of the multiplex use facilities located in Gwang-ju Metropolitan City in order to suggest as a referential data for the Performance Based Fire Protection Design implementation. To do this, I investigated domestic and foreign regulations and research papers related to evacuation and went to visit the actual site and collected materials. The collected data was then used as ones to input in Simulex, an evacuation program to measure evacuation time. The collected data was then used as data to input in Simulex, an evacuation program to measure evacuation time. Through this particular research and results, the study was able to suggest a few concerning areas.

Transition of Four Major Social Safety Indexes by Time Series Data Analysis (시계열 자료 분석을 통한 4대 사회안전지표 변화 추이)

  • Song, Chang Geun;Jang, Hyun-ju;Lee, Kum-Jin
    • Journal of the Society of Disaster Information
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    • v.11 no.4
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    • pp.634-638
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    • 2015
  • Four major social safety indexes including industrial accident, traffic accident, fire, and violent crime were selected, and transition of those values by time series data analysis since 2003 was presented. Comparing with the 2003 figure, the index of industrial accident was reduced by 27.8%, which was the most improved safety index. The indicators describing the traffic accident and violent crime rate were reduced by approximately 12%. However, the fire safety index showed an increase of 40% compared with the base year because national fire classification system was changed so that minor fire is also included in the counting since 2006.

Investigating the Effect of Prior Damage on the Post-earthquake Fire Resistance of Reinforced Concrete Portal Frames

  • Ronagh, Hamid Reza;Behnam, Behrouz
    • International Journal of Concrete Structures and Materials
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    • v.6 no.4
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    • pp.209-220
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    • 2012
  • Post-earthquake fire (PEF) can lead to a rapid collapse of buildings that have been partially damaged as a result of a prior earthquake. Almost all standards and codes for the design of structures against earthquake ignore the risk of PEF, and thus buildings designed using those codes could be too weak when subjected to a fire after an earthquake. An investigation based on sequential analysis inspired by FEMA356 is performed here on the immediate occupancy (IO), life safety (LS) and collapse prevention (CP) performance levels of two portal frames, after they are pushed to arrive at a certain level of displacement corresponding to the mentioned performance level. This investigation is followed by a fire analysis of the damaged frames, examining the time taken for the damaged frames to collapse. As a point of reference, a fire analysis is also performed for undamaged frames and before the occurrence of earthquake. The results indicate that while there is minor difference between the fire resistances of the fire-alone situation and the frames pushed to the IO level of performance, a notable difference is observed between the fire-alone analysis and the frames pushed to arrive at LS and CP levels of performance and exposed to PEF. The results also show that exposing only the beams to fire results in a higher decline of the fire resistance, compared to exposing only the columns to fire. Furthermore, the results show that the frames pushed to arrive at LS and CP levels of performance collapse in a global collapse mode laterally, whereas at the IO level of performance and fire-alone situation, the collapse mechanism is mostly local through the collapse of beams. Whilst the investigation is conducted for a certain class of portal frames, the results confirm the need for the incorporation of PEF into the process of analysis and design, and provide some quantitative measures on the level of associated effects.

A Study on the fire safety guide for notifying how to cope with the fire in the subway. - Focus on TOKYO BOUSAI safety guide in Japan - (지하철 화재 안전 가이드 방안 연구 - 일본의 도쿄방재 안전 가이드를 중심으로 -)

  • Park, Mi-Seon;Kim, Seung-In
    • Journal of Communication Design
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    • v.57
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    • pp.398-407
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    • 2016
  • This thesis is about how to let people be aware of the importance to raise awareness of the safety by offering User-center guide line instead of staff-center guide line. That's why it is important to make clear and be aware of how to prevent and how to cope with accident because it can lead to casualties which might be a tragic. For all that the guide for the fire accident is posted on the web site of each metro administration without any standard of information or coherence. Therefore it is urgent to make and provide new User-center guideline and to make it better we need to keep the following principles. First of all, the principles of Universal design should be applied to all the User-center guide line for fire accident at the subway station based on the comprehension of public design. Secondly, every metro administration need more communication to organize one coherence in designing instead of unilateral advertisement. Lastly, campaigns and training should be expanded in everyday life, so the citizen can raise awareness of the accident by themselves.