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題名：火災後區劃空間結構抗火性能失敗模式之建立
書刊名：中央警察大學災害防救學報
作者：陳建志／林元祥／唐雲明 引用關係
出版日期：2001
卷期：2
頁次：頁201-234
主題關鍵詞：閃燃火災；結構抗火性能；功能函數；極限狀態；等價時間；Flash-over fire；Structural fire resistance；Performance function；Limit state；Time equivalent
原始連結：連回原系統網址new window
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區劃空間內主要是以阻隔元件之抗火性能，抑制火勢力蔓延。當火勢發展至最盛期不但增加了火災的猛烈程度，同時也增加了區劃空間結構失敗的機率。本文假設火災處於最盛期（或閃燃火災）的階段，區劃空間結構拉火性能才會失敗。建築物火災的發生屬於稀少事件，適合以波松分配加以描述，同理，閃燃火災發生的機率亦可用波松分配並配合火災統計資料來預測。本文假設區劃空間結構抗火性能失敗有三大機制：穩定性（stability）、隔熱性（insulation）、完整性（integrity），本文利用功能函數與極限狀態來界定區劃空間結構失敗三大機制的型態，整理功能性函數中影響參數，也簡述評個此類功能函數的方法，希望能提出預測區劃空間結構失敗機率的模式與方法，供消防實務界與學界參考。
Fire spread can be largely prevented by means of fire resistance of barriers in a compartment. When fire reaches fully-developed phase, it not only enhances the fire severity but increases the probability of failure of structural fire resistance. In this study, it is assumed that only fully-developed fires could threaten structural fire resistance. The occurrence of building fire is rare and it is proper to apply Poisson distribution to model fire occurrence. Also, the probability of flash-over fire occurrence is appropriate to be predicted by employing Poisson distribution with the information of fire statistics. There are at least three mechanisms, namely, stability, insulation and integrity to model failure of compartment structural fire resistance. In this context, performance functions are investigated. This paper also describes the assessment method of performance function and brings up the model for predicting the probability of failure in compartment structural fire resistance. There models and methods can provide some ideas for fire safety engineer and fire officers.
期刊論文
1.Platt, D. G.(1994)。Fire Resistance of Barriers in Modelling Fire Spread。Fire Safety Journal，22，399-407。  new window
2.Purkiss, J. A.(1989)。Calibration of Simple Methods of Calculating the Fire Safety of Flexural Reinforced Concrete Members。Fire Safety Journal，15，245-263。  new window
3.Abrams, M. S.(1968)。Fire Endurans of Concrete Slabs as Influenced by Thickness, Aggregate Type and Moisture。Journal of the PGA Research and Development Laboratories，10(2)，9-24。  new window
4.Gross, D.(1983)。Aspects of Stochastic Modeling for Structure Flresafety。Fire Technology，19(2)，103。  new window
5.Burros, R. H.(1975)。Probability of Failure of Building from Fire。Journal of the Structural Division，9，l947-1950。  new window
6.Lie, T. T.。Optimal Fire Resistance of structures。Journal of the Structural Division，98，215-232。  new window
7.Lie, T. T.。Optimal Fire Resistance of structures。Journal of the Structural Division，98，218。  new window
8.Lie, T. T.。Optimal Fire Resistance of structures。Journal of the Structural Division，98，215-232。  new window
9.Lie, T. T.。Optimal Fire Resistance of structures。Journal of the Structural Division，98，215-232。  new window
10.Gross, D.(1983)。Aspects of Stochastic Modeling for Structure Firesafety。Fire Technology，19(2)，l03-114。  new window
11.Melinek, S. J.(1993)。The Distribution of Fire Load。Fire Safety Journal，20，83-88。  new window
會議論文
1.Law, Margaret(1997)。A Review of Formulae for T-Equivalent。The Fifth International Symposium。Melbourne：Hemisphere Publishing Corporation。985-996。  new window
2.Bogaert, A. F. Van(1986)。Fire Safety Research and Measure in Schools in Belgium822。  new window
學位論文
1.陳裕仁(1998)。消防安全設備功能替代之研究 : 以自動撒水設備為例(碩士論文)。中央警察大學。  延伸查詢new window
2.熊光華(1984)。建築物火載量與建築物防火安全設計之研究(碩士論文)。中央警察大學。  延伸查詢new window
3.Beck, V. R.(198606)。Cost-effective Fire Safety and Protection Design Requirements for Buildings(博士論文)。University of New South Wales。  new window
4.Beck, V. R.(1986)。Cost-Effective Fire Safety and Protection Design Requirements for Buildings。  new window
5.Beck, V. R.(1986)。Cost-Effective Fire Safety and Protection Design Requirements for Buildings。  new window
6.Beck, V. R.(1986)。Cost-Effective Fire Safety and Protection Design Requirements for Buildings。  new window
圖書
1.Purkiss, J. A.(1996)。Fire Safety Engineering Design of Structures。Oxford, UK：Butterworth Heinemann。  new window
2.Butcher, E. G.、Parnell, Alan Charles(1983)。Designing for Fire Safety。New York：John Wiley and Sons。  new window
3.Malhotra, H. L.(1982)。Design of Fire-Resisting Structures。Glasgow：Surrey University Press。  new window
4.Purkiss, J. A.(1996)。Fire Safety Engineering Design of Structures。Oxford, UK：Butterworth Heinemann。  new window
5.方世榮(1998)。統計學導論。台北：華泰文化事業公司。  延伸查詢new window
6.林元祥(2000)。建築物火災危險度評估與實證調查研究。桃園：中央警察大學出版社。  延伸查詢new window
7.Harmathy, T. Z.、Mehaffey, J. R.(1985)。Design of Building for Prescribed Levelof Structural Fire Safety。Fire Safety : Science and Engineering。  new window
8.Thompson, J. P.(1963)。Fire Resistance of Reinforced Concrete Floors。  new window
9.Purkiss, J. A.(1996)。Fire Safety Engineering Design of Structures。Oxford, UK。  new window
10.Purkiss, J. A.(1996)。Fire Safety Engineering Design of Structures。Oxford, UK。  new window
11.Purkiss, J. A.(1996)。Fire Safety Engineering Design of Structures。Oxford, UK。  new window
12.Lie, T. T.(1989)。建築物節能中的問題。消防手冊 [16th ed.]。  延伸查詢new window
13.Lie, T. T.(1989)。建築物節能中的問題。消防手冊 [16th ed.]。  延伸查詢new window
14.DeGroot, M. H.(1989)。Probability and Statistic。  new window
其他
1.現代建築物消防安全指南。  延伸查詢new window
2.現代建築物消防安全指南。  延伸查詢new window
 
 
 
 
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