Zobrazeno 1 - 10
of 33
pro vyhledávání: '"V. S. Utkin"'
Autor:
V S UTKIN, S A SOLOVYEV
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 5, Pp 34-42 (2017)
The article describes methods for reliability analysis of reinforced concrete beams with shear cracks by the criterion of the rebar strength. Reliability analysis is conducted on the basis of the provisions of reliability theory and fuzzy set theory
Externí odkaz:
https://doaj.org/article/79055e8c8d3f4bccb0d95eb86c72e299
Autor:
V S Utkin, S A Solovyev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 5, Pp 24-33 (2016)
The article describes the methods of calculation of reinforced concrete beams reliability at operation stage by the concrete crack length criterion. The offered methods differ in the fullness of statistical data about controlling parameters in mathem
Externí odkaz:
https://doaj.org/article/a45bc22bf7874192b33470b1ec676091
Autor:
V. S. Utkin
Publikováno v:
Vestnik MGSU, Iss 9, Pp 1125-1132 (2018)
Subject: friction piles are calculated by the first and second group of limit states. The article describes a new method for friction pile design by the second group (by settlement) of limit state in relation to the pile foundations of buildings and
Autor:
V. S. Utkin
Publikováno v:
Vestnik MGSU. :952-958
Autor:
V. S. Utkin, A. A. Yurieva
Publikováno v:
Financial Journal. :97-107
Autor:
V. S. Utkin
Publikováno v:
Spravochnik. Inzhenernyi zhurnal. :15-22
Autor:
V. S. Utkin, S. A. Solovyov
Publikováno v:
Spravochnik. Inzhenernyi zhurnal. :32-38
Autor:
V S Utkin, K A Karpushova
Publikováno v:
Ekologiya i stroitelstvo. 2:4-8
In work the method of calculation of reliability (safety) of a reinforced concrete beam with a crack in the stretched beam concrete zone by criterion of durability of working fittings in section with the opened crack is presented. In this section sha
Autor:
V S Utkin, K A Karpushova
Publikováno v:
Ekologiya i stroitelstvo. 4:4-8
In work the new method of calculation of reliability of reinforced concrete beams by criterion of durability of concrete in the compressed beam zone in crack arrangement section in the stretched concrete zone is considered. Novelty is that tension in
Autor:
S. A. Solovyev, V. S. Utkin
Publikováno v:
Spravochnik. Inzhenernyi zhurnal. :18-22