Journal of the Society of Materials Science, Japan
Online ISSN : 1880-7488
Print ISSN : 0514-5163
ISSN-L : 0514-5163
Original Papers
The Study on the Element Safety Margin of Brittle Failure Reinforced Concrete Columns
Toshie TAKAHASHIKatsuya KOGURE
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2010 Volume 59 Issue 5 Pages 330-335

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Abstract
The entire beam hinging collapse mode is the most desirable collapse mode. The story collapse of the structure, especially the structure including brittle failure columns, is most undesirable. The system reliability is concerned with the failure element performance. Then the structural reliability with the ductile failure elements can be analyzed using the last hinging collapse mode, but the structural reliability with the brittle failure elements should be analyzed by the step-by-step method. In this paper, the story collapse reliability of the structure with brittle failure elements is investigated and the element safety margin of brittle failure elements is proposed to be βMQ = 1.5 for column ductile failure.
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© 2010 by The Society of Materials Science, Japan
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