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Publication detail
KALA, Z.
Original Title
Sensitivity Analysis of Steel Plane Frames with Initial Imperfections
Type
journal article - other
Language
English
Original Abstract
The article presents the sensitivity and statistical analyses of the load-carrying capacity of a steel portal frame. It elaborates a typical stability problem of a system comprising two single-storey columns loaded in compression. The elements of this system mutually influence each other, and this fact, in conjunction with the random imperfections, influences the load-carrying capacity variance. This mutual interaction is analysed using the Sobol sensitivity analysis. The Sobol sensitivity analysis is applied to identify the dominant input random imperfections and their higher order interaction effects on the load-carrying capacity. Majority of imperfections were considered according to the results of experimental research. Realizations of initial imperfections were simulated applying the Latin Hypercube Sampling method. The geometrical nonlinear solution providing numerical result per run was employed. The frame was meshed using beam elements. The columns of the plane frame are considered with two variants of boundary conditions. The dependence between mean and design load-carrying capacities and column non-dimensional slenderness is analysed.
Keywords
Structure; Portal frame; Sensitivity analysis; Steel; Imperfection; Stability; Buckling; Simulation; Variance
Authors
RIV year
2011
Released
15. 8. 2011
Location
GB
ISBN
0141-0296
Periodical
ENGINEERING STRUCTURES
Year of study
33
Number
8
State
United Kingdom of Great Britain and Northern Ireland
Pages from
2342
Pages to
2349
Pages count
BibTex
@article{BUT89774, author="Zdeněk {Kala}", title="Sensitivity Analysis of Steel Plane Frames with Initial Imperfections", journal="ENGINEERING STRUCTURES", year="2011", volume="33", number="8", pages="2342--2349", issn="0141-0296" }