Zobrazeno 1 - 5
of 5
pro vyhledávání: '"K. R. Aydemirov"'
Autor:
K. R. Aydemirov, V. P. Agapov
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 46, Iss 4, Pp 143-154 (2020)
Objectives. In order to determine a residual safety factor, a finite element method is considered for determining the bearing capacity of reinforced concrete plates having defects in the form of cracks.Method. The methodology is based on the use of s
Externí odkaz:
https://doaj.org/article/d2cb31f62a744ee59a9d27d34cc220a4
Autor:
V. P. Agapov, K. R. Aydemirov
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 45, Iss 4, Pp 142-152 (2019)
Objectives. The finite element method for cracked reinforced concrete slabs analysis after they were reinforced with composite fabrics in order to determine the residual safety factor is considered. Method. The method is based on the use of algorithm
Externí odkaz:
https://doaj.org/article/d4f359d42e0d4f9b99fab5d68fc3480e
Autor:
Vladimir Agapov, K. R. Aydemirov
Publikováno v:
Vestnik Dagestanskogo Gosudarstvennogo Tehničeskogo Universiteta: Tehničeskie Nauki, Vol 46, Iss 4, Pp 143-154 (2020)
Objectives. In order to determine a residual safety factor, a finite element method is considered for determining the bearing capacity of reinforced concrete plates having defects in the form of cracks.Method. The methodology is based on the use of s
Autor:
Vladimir Agapov, K. R. Aydemirov
Publikováno v:
Vestnik Dagestanskogo Gosudarstvennogo Tehničeskogo Universiteta: Tehničeskie Nauki, Vol 45, Iss 4, Pp 142-152 (2019)
Objectives. The finite element method for cracked reinforced concrete slabs analysis after they were reinforced with composite fabrics in order to determine the residual safety factor is considered.Method. The method is based on the use of algorithms
Autor:
K R Aydemirov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 4, Pp 67-74 (2010)
The estimation of the technical state load-bearing structures is given, the value of losses of bearing capacity after fire was determined. progressing the character of local damages from action of non-stationary high-temperature condition is mounted.