Publication result detail

Auxiliary Sensitivity Analysis of Steel Structures Resistance

KALA, Z.

Original Title

Auxiliary Sensitivity Analysis of Steel Structures Resistance

English Title

Auxiliary Sensitivity Analysis of Steel Structures Resistance

Type

Paper in proceedings (conference paper)

Original Abstract

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.

English abstract

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.

Keywords

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

Key words in English

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

Authors

KALA, Z.

RIV year

2011

Released

24.10.2004

Location

Tatranská Lomnica (SR)

ISBN

80-232-0230-8

Book

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

Pages from

111

Pages count

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"
}