Detail publikačního výsledku

Auxiliary Sensitivity Analysis of Steel Structures Resistance

KALA, Z.

Originální název

Auxiliary Sensitivity Analysis of Steel Structures Resistance

Anglický název

Auxiliary Sensitivity Analysis of Steel Structures Resistance

Druh

Stať ve sborníku v databázi WoS či Scopus

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.

Anglický 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

Klíčová slova v angličtině

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

Autoři

KALA, Z.

Rok RIV

2011

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 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"
}