STP882

    Design of Buildings for Prescribed Levels of Structural Fire Safety

    Published: Jan 1985


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    Abstract

    Two techniques are outlined for designing buildings to meet prescribed probabilities of structural failure in fire. They require input information for seven variables; three of these variables, fire load, ventilation, and (experimentally determined) fire resistance, are random variables. Information on the randomness of the first and third variables is available. The second variable, ventilation, is taken into account with its most adverse value.

    Keywords:

    destructive spread potential, failure probability, fire load, fire resistance, fire-resistance requirements, fire safety design, normalized heat load, real-world fire, second moment analysis, specific fire load, standard fire test, target failure probability, test fire, ventilation factor


    Author Information:

    Harmathy, TZ
    Section head and research officer, Fire Research Section, Division of Building Research, National Research Council,

    Mehaffey, JR
    Section head and research officer, Fire Research Section, Division of Building Research, National Research Council,


    Paper ID: STP35296S

    Committee/Subcommittee: E05.32

    DOI: 10.1520/STP35296S


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