Research Progress of Shear Behavior of Reinforced Concrete Column with Rectangular Section in Fire

Abstract:

Nowadays there are lots of cases in which buildings collapse as a result of fire. As the main infrastructure of a building, column’s losing its shear capacity in the fire is one of the factors that causes the buildings collapse. This essay fouses on the summary of the research results of column shear capacity at high temperature, analysis of the reasons why column shear and wreck in the fire, review of experiments , simulators, and the outlook of its development in the future.

• Periodical: Advanced Materials Research (Volumes 1065-1069)
• Pages: 2323-2327
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.2323
• Online since: December 2014
• Authors: Yue Yao*, Yong Jun Liu, Xue Wang
• Keywords: Fire, Rectangular Section Column, Reinforced Concrete, Shear Performance

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