Zobrazeno 1 - 10
of 9 238
pro vyhledávání: '"upper bound"'
Publikováno v:
AIMS Mathematics, Vol 9, Iss 9, Pp 25376-25395 (2024)
Let $ (M^{2n+1}, \theta) $ be a compact strictly pseudoconvex real hypersurfaces equipped with the pseudohermitian structure $ \theta $, and $ \lambda_{1} $ be the first positive eigenvalue of sub-Laplacian $ \Delta_{b} $ on $ (M^{2n+1}, \theta) $. I
Externí odkaz:
https://doaj.org/article/bce9107bed924b99b63d67d1d04f38ce
Publikováno v:
AIMS Mathematics, Vol 9, Iss 9, Pp 24394-24400 (2024)
This is one of a series of papers that aims to give an explicit upper bound on the proportion of elements of order a product of two primes in finite symmetric groups. This one presents such a bound for the elements as the product of two distinct odd
Externí odkaz:
https://doaj.org/article/ae8a76ee30b0461da39eecbd3ba4160e
Publikováno v:
Alexandria Engineering Journal, Vol 111, Iss , Pp 357-373 (2025)
The secure condition of the tunnel face perpetually remains as a matter of substantial concern throughout the execution of tunnel-construction endeavors. Especially in composite formations, the presence of longitudinal stratigraphic interfaces makes
Externí odkaz:
https://doaj.org/article/9a6018fe9c5f428aae770735bdec77a1
Publikováno v:
Alexandria Engineering Journal, Vol 109, Iss , Pp 778-791 (2024)
The analysis of foundation's bearing capacity is generally conducted under the assumption of plane strain. However, the damage of rectangular foundation usually presents obvious three-dimensional (3D) effect. This article considers this 3D effect, wh
Externí odkaz:
https://doaj.org/article/849f84cb9f43444aa23788fd370f27e7
Publikováno v:
Journal of Applied and Computational Mechanics, Vol 10, Iss 3, Pp 443-454 (2024)
The limit load is an important input parameter of analytical flaw assessment procedures. The accuracy of limit load solutions affects the accuracy of these procedures. The present paper evaluates the influence of a class of the work functions involve
Externí odkaz:
https://doaj.org/article/836228ebbf8c40ee94156964ecfa0324
Publikováno v:
Heliyon, Vol 10, Iss 17, Pp e37005- (2024)
So as to extend the application of upper bound limit analysis for slope stability in open-pit mine, this paper analyzed failure mechanism of rock mass when shear failure occurred based on plastic mechanics principles, and combined with discrete mathe
Externí odkaz:
https://doaj.org/article/82ee89d70e17486e92c0c4abaf3deaf2