Zobrazeno 1 - 10
of 121
pro vyhledávání: '"критическая нагрузка"'
Autor:
Kerimov, А. Kh.1 kerimov.alverdi@mail.ru, Mamedova, Kh. A.1, Dzhafarova, E. S.1, Khudiyeva, I. A.1
Publikováno v:
Chemical Problems / Kimya Problemləri. 2022, Vol. 20 Issue 3, p223-228. 6p.
В задаче продольного изгиба сжатой консольной стойки уточнены граничные условия. Получены новые результаты для критической нагрузки.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2402::c20634890d11e679a0313a9ace3371cf
http://rep.bntu.by/handle/data/6190
http://rep.bntu.by/handle/data/6190
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 6, Pp 68-73 (2017)
The method of stability analysis of plates under the action of shearing loads is presented. Using variation method of Vlasov, the set of differential equations of stability of plates is giv- en. As an example, the stability calculation of rectangular
Externí odkaz:
https://doaj.org/article/9dcb63a4cdc64e7980fcaad8846517ec
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 74-78 (2017)
The objective of stability of high-rise building interacting with deformable foundation is dis- cussed. Study of the development of tilt's deformation of high-rise building using method «tracking» states of equilibrium through solving non-linear eq
Externí odkaz:
https://doaj.org/article/8cbc894f59554ba1948674cf5de49811
Autor:
V K Inozemtze, S A Zhestkova
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 4, Pp 53-57 (2016)
We consider two bifurcation problems of stability with respect to high-rise buildings, in- teracting with a deformable base. The effect of "overall stability" is estimated on the stability of the rectilinear shape of the axis high-rise object.
Externí odkaz:
https://doaj.org/article/c1c7933d98f14359bad3aaa40c29b835
Autor:
Isa M. Peshkhoev
Publikováno v:
Advanced Engineering Research, Vol 16, Iss 1, Pp 43-51 (2016)
A problem on critical loads of the compressed rectangular plate containing continuously distributed sources of inherent stress is considered. The task analysis is based on the modification of the Karman nonlinear equations system for large deflection
Externí odkaz:
https://doaj.org/article/79224ba4b70345de8eb2fd65b4f90ba0
Autor:
V K Inozemtsev, Ye A Nashchintsev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 6, Pp 32-36 (2015)
The article discusses the results of calculation of the critical load for the system "high- altitude object - base". The comparison of the results of a computer model calculation, per- formed in the software package MONOMAH, with the literalized equa
Externí odkaz:
https://doaj.org/article/a1a40efcbe8f4231970e13e4decfbaf8
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 45-60 (2015)
The article considers the model problem of the bifurcation stability of tall objects on de- formable foundation slab interacting with the base model based on the half-plane bounded on the basis of the Navier equations of equilibrium
Externí odkaz:
https://doaj.org/article/e5c8256e4311497497d778ae4e6ae5d2
Autor:
Vyacheslav Konstantinovich Inozemtsev, Olga Vyacheslavovna Inozemtseva, Svetlana Aleksandrovna Zhestkova
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2 (2017)
The objective of stability of high-rise building interacting with deformable foundation is discussed. Study of the development of tilt’s deformation of high-rise building using method «tracking» states of equilibrium through solving non-linear eq
Externí odkaz:
https://doaj.org/article/ec20040ee94440428d589b43b451a909
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 4, Pp 18-23 (2014)
The article discusses the results of calculation of the critical load for high-rise buildings with a hinged frame design scheme (total resistance as the perception of horizontal (wind) loads, provided the kernel hardness (trunk bearing skeleton.) And
Externí odkaz:
https://doaj.org/article/861e80732c5548acad5479675cff48bf