Post-fire behaviour of slender reinforced concrete columns confined by circular steel tubes
Abstract
The post-fire behaviour of slender reinforced concrete columns confined by circular steel tubes is investigated experimentally and numerically in this paper. Experiments were performed firstly to explore the fundamental behaviour of steel tube confined reinforced concrete (STCRC) slender columns after exposure to the ISO 834 standard fire, including the cooling phase. Temperature distributions, load versus lateral displacement curves, strains in...
Paper Details
Title
Post-fire behaviour of slender reinforced concrete columns confined by circular steel tubes
Published Date
Feb 1, 2015
Journal
Volume
87
Pages
12 - 29
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