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The two models are considered as residential buildings with an importance factor γ = 1.
This paper presents an approach for developing an importance factor for overcoming fire hazard in bridges.
Since columns are more critical structural elements than beams, it is necessary to introduce the concept of an importance factor.
The pertinence of using an importance factor to promote an adequate structural and non-structural performance of essential facilities is studied.
Each of these impact categories is assigned an importance factor value (I) depending upon: the spatial scale affected by, the degree of 'directness' of and the reversibility of the impact.
Although an importance factor of 1.5 may promote adequate performance of essential facilities built in firm soil; the value of this factor for structures built in soft soil exhibits significant dependence with respect to the dynamic characteristics of the structural system.
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A beam importance factor is then deduced and preliminary robustness properties are discussed.
As part of the first step, an analytical procedure is employed to derive a fire-based importance factor to assess the vulnerability of a bridge to fire.
The results reveal that by increasing the global ductility capacity (R), the probability of damage exceedance is decreased; however, an increase in importance factor (I) for hospital buildings versus office buildings, cannot guarantee a decrease in the probability of damage exceedance.
The two models are considered as a residential buildings with importance factor γ = 1.
The various performance levels required for buildings of different categories can implicitly be met by increasing the "design earthquake" by a factor called the "importance factor".
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CEO of Professional Science Editing for Scientists @ prosciediting.com