Detail publikace

The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution

KALA, Z.

Originální název

The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

The standard EN1993-1-1:2002 (EC3) for steel structure design gives the recommended values of partial reliability factors. The load-carrying capacity of a steel frame with compression members can be computed, according to EC3, either by geometrical nonlinear solution or by stability one. In the present paper, we will demonstrate that the structure element reliability can be different in dependence on the method used. The choice of an appropriate method of combining permanent and variable active loads, and the verification of partial reliability factors recommended by the standard prEN 1990 will be discussed.

Klíčová slova v angličtině

Transport, Diagnostics, simulations

Autoři

KALA, Z.

Rok RIV

2002

Vydáno

3. 9. 2002

Nakladatel

Jaroslav Menšík

Místo

Pardubice

ISBN

80-7194-464-5

Kniha

Reliability and Diagnostics of Transport Structures and Means

Strany od

160

Strany do

165

Strany počet

6

BibTex

@inproceedings{BUT10696,
  author="Zdeněk {Kala}",
  title="The Influence of Alternative Methods in EN 1990 on Reliability of a Steel Frame - a FEM Importance Sampling Solution",
  booktitle="Reliability and Diagnostics of Transport Structures and Means",
  year="2002",
  pages="6",
  publisher="Jaroslav Menšík",
  address="Pardubice",
  isbn="80-7194-464-5"
}