Zobrazeno 1 - 10
of 1 196
pro vyhledávání: '"Superelement"'
Publikováno v:
Yuanzineng kexue jishu, Vol 56, Iss 12, Pp 2508-2516 (2022)
In order to solve the problems in the design of HFETR spent fuel storage rack, such as slow iterative design speed, long seismic analysis time and difficult multirack analysis, a combination of parameterization method and superelement method was p
Externí odkaz:
https://doaj.org/article/286affde33da4bbab80b8cefc3b6b3e6
Autor:
Alexander Nagibovich
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 15, Iss 4 (2019)
The distinctive paper presents short descriptions, verification and approbation of the developed technique of numerical (superelement) simulation of dynamics for large-size combined systems “base - reinforced concrete structures - metal structure
Externí odkaz:
https://doaj.org/article/725242ec48c442b8ae6e8d7baca95ca1
Akademický článek
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Publikováno v:
Applied Computer Systems, Vol 18, Iss 1, Pp 52-56 (2015)
As part of the superelement approximation technology for fragments (subsystems) of the analyzed structures, a numerical method of determining the characteristics of arbitrary type superelements was developed. The examples of simulation models with tw
Externí odkaz:
https://doaj.org/article/8184880e9a9f43c48079f9f22de04f1b
Autor:
Maliassov, Serguei
Publikováno v:
SIAM Journal on Numerical Analysis, 1998 Feb 01. 35(1), 217-229.
Externí odkaz:
https://www.jstor.org/stable/2587101
Autor:
Shlyakhov S.M., Gavrilov D.Yu.
Publikováno v:
Naučno-Tehničeskij Vestnik Brânskogo Gosudarstvennogo Universiteta, Vol 3, Iss 2, Pp 147-153 (2017)
The present article is devoted to the task of finding of level of the secondary tangent voltages arising in sections because of a variable on porosity length. The decision of such task will allow to consider secondary tangent voltages in case of dete
Externí odkaz:
https://doaj.org/article/c1593966f3a2408cbe63435353b715c8
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
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 14, Iss 3 (2018)
The distinctive paper presents the general papers of the science-based universal software system “STADYO” intended for the numerical solution of stationary and nonstationary problems of field theory, analy-sis of static, temperature and dynamic s
Externí odkaz:
https://doaj.org/article/4b5c547be50e4b999368306b8a55cd3b
Autor:
Aleksandr I. Nagibovich
Publikováno v:
International Journal for Computational Civil and Structural Engineering, Vol 14, Iss 2 (2018)
The article presents descriptions and verification of the developed technique of numerical (superelement) simulation of dynamics of the three-dimensional systems "ground base - reinforced concrete foundation structures and stands - metal structures
Externí odkaz:
https://doaj.org/article/b227006ead3f4ecfa89de6018d74899d
Autor:
Michel Géradin
Publikováno v:
Multibody System Dynamics. 54:1-29
A two-field formulation of the nonlinear dynamics of an elastic body is presented in which positions/orientations and the resulting velocity field are treated as independent. Combining a nonclassical description of elastic velocity that includes the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1afa0fc7b02d0e161a816eabcac7bdfc
https://doi.org/10.1007/s11044-021-09801-0
https://doi.org/10.1007/s11044-021-09801-0