A new uncertainty propagation method considering multimodal probability density functions

In practical engineering applications, random variables may follow multimodal distributions with multiple modes in the probability density functions, such as the structural fatigue stress of a steel bridge carrying both highway and railway traffic and the vibratory load of a blade subject to stochas...

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Vydané v:	Structural and multidisciplinary optimization Ročník 60; číslo 5; s. 1983 - 1999
Hlavní autori:	Zhang, Z., Wang, J., Jiang, C., Huang, Z. L.
Médium:	Journal Article
Jazyk:	English
Vydavateľské údaje:	Berlin/Heidelberg Springer Berlin Heidelberg 01.11.2019 Springer Nature B.V
Predmet:	Computational Mathematics and Numerical Analysis Engineering Engineering Design Maximum entropy method Metal fatigue Numerical methods Probabilistic models Probability density functions Propagation Random variables Research Paper Response functions Steel bridges Theoretical and Applied Mechanics Uncertainty Vibratory loads Uncertainty propagation Multimodal probability density function Convergence mechanism Sparse grid numerical integration Maximum entropy method
ISSN:	1615-147X, 1615-1488
On-line prístup:	Získať plný text
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