Zobrazeno 1 - 10
of 17
pro vyhledávání: '"M. N. Kirsanov"'
Autor:
M. N. Kirsanov
Publikováno v:
Vestnik MGSU, Vol 19, Iss 3, Pp 377-386 (2024)
Introduction. One of the main tasks of the theory of oscillations of building structures is the determination of the fundamental frequency of natural oscillations. Analytical solutions are rare here and, as a rule, are based on approximate estimates
Externí odkaz:
https://doaj.org/article/12f68e9b540e419795319b76478f4047
Autor:
M. N. Kirsanov
Publikováno v:
Advanced Engineering Research, Vol 22, Iss 4, Pp 315-322 (2023)
Introduction. A new scheme of a flat statically determinate regular lattice is proposed. The lattice rods are hinged. The study aims at deriving a formula for the dependence on the number of panels of the first natural oscillation frequency of nodes
Externí odkaz:
https://doaj.org/article/21290942feb2499487cb0305750127c6
Autor:
M N KIRSANOV
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 3, Pp 23-27 (2017)
The analytical solution to the problem of deflection of statically determinate flat truss with diagonal bars is obtained. The solution is compared with a similar of the truss with a triangular lattice. Solution is prepared in the system of computer m
Externí odkaz:
https://doaj.org/article/ff7510f89e9b4f799a2651390ca81904
Autor:
O. V. Vorob'ev, M. N. Kirsanov
Publikováno v:
Russian Journal of Building Construction and Architecture. :73-83
Statement of the problem. Analytical dependences of the deflection and displacement of the support of a flat lattice truss on the number of panels are being sought. The truss has a double lattice, a rectilinear lower belt and an upper belt raised in
Autor:
M. N. Kirsanov
Publikováno v:
Russian Journal of Building Construction and Architecture. :104-113
Statement of the problem. The scheme of a statically definable girder of a spatial rectangular surfacing is discussed. The problem is to identify the formula for the dependence of the lower estimate of the first frequency of the natural oscillations
Autor:
M. N. Kirsanov
Publikováno v:
Spravochnik. Inzhenernyi zhurnal. :34-38
A schema of a statically determinate beam girder with a regular structure, which has two supports at the ends, is considered. The descending and ascending braces have different inclination angles. In the system of symbolic mathematics Maple, the anal
Autor:
M. N. Kirsanov
Publikováno v:
Russian Journal of Building Construction and Architecture. :65-75
Statement of the problem. The task is to obtain in symbolic form the dependence of the deflection of the proposed scheme of a statically definable spatial truss of a regular type on the number of panels under various loads, including the load from th
Publikováno v:
2022 VI International Conference on Information Technologies in Engineering Education (Inforino).
Publikováno v:
IOP Conference Series: Earth and Environmental Science. 988:052008
In this work, we investigate the static deformations of the spatial model of a statically determined truss of a power line support. The tetrahedral truss has a pyramidal extension at the base and a cross-shaped lattice. Brackets for attaching the sup
Autor:
M N Kirsanov
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 0, Iss 1 (2012)
The system Maple is used to solve the statics problem of an elastic space statically determinate truss. The algorithm of calculation is given. The inductive method of obtaining solutions for an arbitrary number of rods in the farm is used. The relati
Externí odkaz:
https://doaj.org/article/81a2bd42bc3f4251b97d421471736b90