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PUKLICKÝ, L.; OMISHORE, A.
Original Title
Uncertainty Analysis of Ultimate Limit State of Steel-concrete Structural Members
English Title
Type
Paper in proceedings (conference paper)
Original Abstract
Structures from high grade steel and concrete are more frequently used in the field of design of modern engineering structures. The ultimate limit state of steel-concrete columns comprising steel profiles encased with high strength concrete in compression is analyzed. The paper is focused on fuzzy analysis of load-carrying capacity of steel-concrete building members. Stresses in the concrete and steel sections are determined according to the principles of elasticity. General extended principle, which takes into account the epistemic uncertainty of input parameters, was utilized for the analysis.
English abstract
Keywords
Uncertainty, Fuzzy, Probability, Safety, Structure, Steel, Concrete
Key words in English
Authors
RIV year
2011
Released
05.09.2010
Location
Rhodos, Řecko
ISBN
978-0-415-60427-7
Book
Reliability, Risk and Safety (ESREL 2010)
Pages from
1194
Pages to
1197
Pages count
4
BibTex
@inproceedings{BUT36192, author="Libor {Puklický} and Abayomi {Omishore}", title="Uncertainty Analysis of Ultimate Limit State of Steel-concrete Structural Members", booktitle="Reliability, Risk and Safety (ESREL 2010)", year="2010", pages="1194--1197", address="Rhodos, Řecko", isbn="978-0-415-60427-7" }