Zobrazeno 1 - 10
of 27
pro vyhledávání: '"V P AGAPOV"'
Autor:
V P AGAPOV
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 55-59 (2016)
The technique of finite-element modeling of the T-section rods, based on the use of three-dimensional theory and super element technology, is described. A brief summary of the calculation formulas and a description of the algorithm realized in the pr
Externí odkaz:
https://doaj.org/article/cc28b76392d548df9ff0704717905c13
Autor:
V P Agapov, A V Vasiljev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 4, Pp 52-57 (2014)
The super-element of column with rectangular cross section, suggested by authors earlier for linear analysis of columns of homogeneous materials, was developed with the purpose of reinforced concrete columns analysis. The element was implemented into
Externí odkaz:
https://doaj.org/article/b898683f027e488d955f6d113e5b06aa
Autor:
V P Agapov, A V Vasiliev
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 4, Pp 48-54 (2012)
The new approach to rectangular column modeling in finite element analysis of building structures is suggested. Each column is presented by the set of the volume 8-node elements with arbitrary discretization on the cross section and on the height of
Externí odkaz:
https://doaj.org/article/1690eed5f6df434e96b92806f5a3f195
Autor:
V P Agapov, A V Tseva
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 2, Pp 35-41 (2010)
The multilayered quadrilateral finite element of plate bending with the effect of shear deformations has been developed. The element was included in the element library of program PRINS.
Externí odkaz:
https://doaj.org/article/b693b6aabd5b4455b846f2d650de7ca5
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 47, Iss 4, Pp 112-121 (2021)
Objective. A family of multilayer finite elements designed for calculating reinforced concrete slabs and shells of variable thickness is described. The features of the formation of stiffness matrices associated with the variability of the cross-secti
Externí odkaz:
https://doaj.org/article/c4a3ffe2207d42fbaa7d8bcae2fb4d99
Publikováno v:
Рациональная фармакотерапия в кардиологии, Vol 16, Iss 5, Pp 686-692 (2020)
Aim. To study the changes that have occurred in the pharmacotherapy of atrial fibrillation (AF) in the Saratov Region for 5 years by analyzing the antithrombotic therapy of patients who were admitted in a specialized department of the multidisciplina
Externí odkaz:
https://doaj.org/article/e6c7c024c3da4dfca58945ac5dbcf4f6
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
Publikováno v:
Acta Biomedica Scientifica, Vol 0, Iss 1, Pp 66-67 (2020)
A complex of diagnostic measures for detection of a suspected SARS patient is analyzed. Clinical course of the disease in dynamics especially at the early stages allowed to suspect SARS in a worker arrived from China. The diagnosis was cancelled on t
Externí odkaz:
https://doaj.org/article/27a18831ad164e01b4718786c210a0c0
Publikováno v:
Вестник Дагестанского государственного технического университета: Технические науки, Vol 32, Iss 1, Pp 77-84 (2016)
The way of the account of nonlinearity of deformation of concrete and reinforcement bar and cracking in concrete in finite element analysis of reinforced concrete columns of rectangular section is described. The column is made from solid eight nodes
Externí odkaz:
https://doaj.org/article/4b59e73af16f412e9e6f8bcddac43847