Expert judgment-based fragility assessment of reinforced concrete buildings exposed to fire
Expert judgment-based fragility assessment of reinforced concrete buildings exposed to fire
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DOI:
10.1016/j.ress.2017.05.011
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发表时间:
2017-11-01
影响因子:
8.1
通讯作者:
Rossetto, T.
中科院分区:
文献类型:
--
作者:
Ioannou, I.;Aspinall, W.;Rossetto, T.
Fires can cause substantial damage to buildings, both non-structural and structural, as evidenced by multiple fire-induced structural failures of buildings in recent decades (eg,[1]) and the substantial cumulative costs of fires reflected in fire statistics internationally (the economic loss due to fire reaches 1% of the Gross Domestic Product in developed countries)[2]. Whilst current codes and design guidance (eg [3]) allow structural engineers to design for the principal performance driver in fire—namely life safety—comparatively little thought or guidance is typically given (with some notable exceptions) during the structural design phase of a building to the mitigation of direct and indirect economic losses, cultural and historical losses, reputational damage, or environmental losses that significant structural fires may cause. Furthermore, if the structural damage is known, there is relatively little information available in the literature on the repair and strengthening of fire-damaged structures [4].Holistic, quantified ‘loss’ estimation for structures under extreme or accidental loads is not a novel concept, however, and there has been a recent trend towards developing probabilistic frameworks for structural fire loss estimation (eg,[5]). This is typically undertaken in line with the Pacific Earthquake Engineering Research (PEER) framework that exists for seismic loss mitigation (eg,[6]). An essential component of any loss estimation procedure is the quantification of a building's fragility; ie the likelihood of the building experiencing damage of a given magnitude, if a hazardous event occurs (eg earthquake, tsunami, fire, etc.). In the PEER framework, a building's fragility is assessed by explicitly incorporating the multiple sources of uncertainty that are prevalent in any variable loading situation, in principle also including fire loading. Sources of uncertainty include the characteristics of a building fire (eg the fire duration and temperature, or the location of ignition) as well as of the building itself (eg the ventilation conditions, construction materials, properties of the critical elements, and so on).