Detail publikace

Uncertainty Analysis of Ultimate Limit State of Steel-concrete Structural Members

PUKLICKÝ, L. OMISHORE, A.

Originální název

Uncertainty Analysis of Ultimate Limit State of Steel-concrete Structural Members

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

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.

Klíčová slova

Uncertainty, Fuzzy, Probability, Safety, Structure, Steel, Concrete

Autoři

PUKLICKÝ, L.; OMISHORE, A.

Rok RIV

2010

Vydáno

5. 9. 2010

Místo

Rhodos, Řecko

ISBN

978-0-415-60427-7

Kniha

Reliability, Risk and Safety (ESREL 2010)

Strany od

1194

Strany do

1197

Strany počet

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"
}