Zobrazeno 1 - 10
of 31
pro vyhledávání: '"Mailyan, Dmitry"'
Autor:
Polskoy, Petr P.1 (AUTHOR), Mailyan, Dmitry1 (AUTHOR), Beskopylny, Alexey N.2 (AUTHOR) besk-an@yandex.ru, Meskhi, Besarion3 (AUTHOR), Shilov, Aleksandr V.1 (AUTHOR), Umarov, Artur1 (AUTHOR)
Publikováno v:
Polymers (20734360). Jan2023, Vol. 15 Issue 1, p26. 25p.
Publikováno v:
Magazine of Civil Engineering, Vol None, Iss 04 (2021)
We consider the problem of finding the optimal location of point supports under a monolithic reinforced concrete floor slab, which provides the minimum of the objective function. The maximum deflection, potential strain energy, and reinforcement cons
Externí odkaz:
https://doaj.org/article/2fbf82f1adf7477f921aba175d8f8069
Autor:
Polskoy, Petr P.1 (AUTHOR), Mailyan, Dmitry1 (AUTHOR), Beskopylny, Alexey N.2 (AUTHOR) besk-an@yandex.ru, Meskhi, Besarion3 (AUTHOR)
Publikováno v:
Polymers (20734360). Aug2022, Vol. 14 Issue 16, p3337-3337. 19p.
Publikováno v:
MATEC Web of Conferences, Vol 315, p 07004 (2020)
The paper contains the issues related to the creation of a non-uniform prestress cross-section of reinforced concrete elements compressed during operation of working with a one-way eccentricity of the resultant longitudinal forces.
Externí odkaz:
https://doaj.org/article/2b23cce47b304474bbd8cbc0fd9230a0
Publikováno v:
AIP Conference Proceedings; 2023, Vol. 2497 Issue 1, p1-7, 7p
Publikováno v:
MATEC Web of Conferences, Vol 196, p 02027 (2018)
The article deals with the new reinforcement structures of reinforced hollow core slabs, their advantages and disadvantages. Thearticle analyses their technical and economic efficiency. Along with the new construction, the reconstruction and the tota
Externí odkaz:
https://doaj.org/article/f739013d936b4ef09f86d15e422b6a25
Autor:
Mailyan Dmitry, Bogomazyuk Darya
Publikováno v:
MATEC Web of Conferences, Vol 196, p 04068 (2018)
The article considers some of the most innovative methods of reinforced concrete compressed elements: strengthening of elements with the help of pre-compressed longitudinal reinforcing elements, strengthening by means of concrete padding device, of l
Externí odkaz:
https://doaj.org/article/9298128d516d46a08c65b8ad642e3650
Publikováno v:
E3S Web of Conferences, Vol 33, p 02060 (2018)
The increase of high-rise construction volume or «High-Rise Construction» requires the use of high-strength concrete and that leads to the reduction in section size of structures and to the decrease in material consumption. First of all, it refers
Externí odkaz:
https://doaj.org/article/6b2655266f7f4612a8f3ab925b69decb
Publikováno v:
MATEC Web of Conferences, Vol 106, p 04022 (2017)
The article deals with the method for calculating the three-layer bent reinforced concrete elements, taking into account the total deformation diagrams of different concrete layers. There are formulas and calculations in cases of presence and absence
Externí odkaz:
https://doaj.org/article/5abdcdb1e8cd49f29718ff13a552218c
Publikováno v:
MATEC Web of Conferences, Vol 106, p 02008 (2017)
The article deals with the feasibility of a significant increase in the thickness of the protective layer of longitudinal rods in compressed reinforced concrete columns. We describe the experimental data of the work of the reinforced concrete columns
Externí odkaz:
https://doaj.org/article/3d60d385d1ef40fe9caeef670e38b9ab