Detail publikace
Global Sensitivity Analysis and Surrogate Models for Evaluation of Limit States in Steel Truss Structures
KALA, Z.
Originální název
Global Sensitivity Analysis and Surrogate Models for Evaluation of Limit States in Steel Truss Structures
Typ
článek v časopise ve Scopus, Jsc
Jazyk
angličtina
Originální abstrakt
This article presents the global sensitivity analysis of the serviceability limit state of a steel truss using Monte Carlo simulations. The focus is on the probabilistic assessment of deflection, with failure probability defined as the likelihood of exceeding the deflection limit. Deflection is computed using the beam finite element method. A surrogate model is introduced to reduce computational costs. By integrating the surrogate and original models, significant CPU cost reductions are achieved. Furthermore, classical Sobol sensitivity analysis is used to examine the model outputs and analyze the significance of member loading and stiffness on the deflection. This study advances the use of surrogate models in global sensitivity analysis, enhancing computational efficiency and the understanding of interactions between input variables in the reliability assessment of steel truss structures.
Klíčová slova
Sensitivity analysis, deflection, serviceability, limit state, structure, failure probability, surrogate modeling, structural reliability.
Autoři
KALA, Z.
Vydáno
14. 10. 2024
Nakladatel
North Atlantic University Union (NAUN)
ISSN
1998-4448
Periodikum
International Journal of Mechanics
Ročník
18
Číslo
1
Stát
Spojené státy americké
Strany od
27
Strany do
35
Strany počet
9
URL
Plný text v Digitální knihovně
BibTex
@article{BUT194124,
author="Zdeněk {Kala}",
title="Global Sensitivity Analysis and Surrogate Models for Evaluation of Limit States in Steel Truss Structures",
journal="International Journal of Mechanics",
year="2024",
volume="18",
number="1",
pages="27--35",
doi="10.46300/9104.2024.18.5",
issn="1998-4448",
url="https://npublications.com/journals/mechanics/2024/a102003-005(2024).pdf"
}
Odpovědnost: Ing. Marek Strakoš