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KALA, Z.
Originální název
Sensitivity Analysis of Steel Plane Frames with Initial Imperfections
Typ
článek v časopise - ostatní, Jost
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
Structure; Portal frame; Sensitivity analysis; Steel; Imperfection; Stability; Buckling; Simulation; Variance
Autoři
Rok RIV
2011
Vydáno
15. 8. 2011
Místo
GB
ISSN
0141-0296
Periodikum
ENGINEERING STRUCTURES
Ročník
33
Číslo
8
Stát
Spojené království Velké Británie a Severního Irska
Strany od
2342
Strany do
2349
Strany počet
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" }