Detail publikace

Auxiliary Sensitivity Analysis of Steel Structures Resistance

KALA, Z.

Originální název

Auxiliary Sensitivity Analysis of Steel Structures Resistance

Typ

článek ve sborníku ve WoS nebo Scopus

Jazyk

angličtina

Originální abstrakt

In the paper, one of the possible methods of stochastic sensitivity analysis is presented which is applicable to the solution of stability problems of steel structures by the Monte Carlo type methods. Numerical problems of a geometrically nonlinear solution are presented on the example of a steel plane frame; they can occur in case that the frame with slender columns has been solved both with including the initial imperfections or without their influence.

Klíčová slova

sensitivity analysis, steel, structure, frame, stability, imperfection

Autoři

KALA, Z.

Rok RIV

2004

Vydáno

24. 10. 2004

Místo

Tatranská Lomnica (SR)

ISBN

80-232-0230-8

Kniha

The 6th Slovak National Conference with Abroad Participation “Statics and Physics Problems of Structures”

Strany od

111

Strany do

114

Strany počet

4

BibTex

@inproceedings{BUT12740,
  author="Zdeněk {Kala}",
  title="Auxiliary Sensitivity Analysis of Steel Structures Resistance",
  booktitle="The 6th Slovak National Conference with Abroad Participation “Statics and Physics Problems of Structures”",
  year="2004",
  pages="4",
  address="Tatranská Lomnica (SR)",
  isbn="80-232-0230-8"
}