Application of Uncertainty Analysis to Stability Problems of Steel-Concrete Structural Members
Journal Title: Engineering Structures and Technologies - Year 2009, Vol 1, Issue 1
Abstract
The paper deals with the fuzzy analysis of the ultimate limit state of a steel strut with an encased web in compression. The first part of the paper lists presumptions required for the determination of the theoretical load carrying capacity for the column. Stresses in the concrete and steel sections are determined according to the principles of elasticity. The ultimate limit state is given as the limit stress attained in the most stressed section of either the steel or concrete section. A general extended principle, which takes into account the epistemic uncertainty of input parameters, was utilized for the conducted analysis.
Authors and Affiliations
Libor Puklický, Zdeněk Kala
Keywords
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- EP ID EP83274
- DOI 10.3846/skt.2009.05
- Views 84
- Downloads 0
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