Zobrazeno 1 - 9
of 9
pro vyhledávání: '"Finite-difference energy method"'
Autor:
Sergey N. Krivoshapko
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 4, Pp 271-278 (2020)
Relevance. The necessity of division of umbrella surfaces and surfaces of umbrella type into two separated classes is explained in introduction. Earlier, umbrella surfaces and surfaces of umbrella type were in the same class of surfaces because they
Externí odkaz:
https://doaj.org/article/972a5a1adc874fbc89b0bb97e267a7ac
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 6, Pp 940-964 (2014)
This work presents a model to predict the flexural behavior of reinforced concrete slabs, combining the Mazars damage model for simulation of the loss of stiffness of the concrete during the cracking process and the Classical Theory of Laminates, to
Externí odkaz:
https://doaj.org/article/e7ddcef6b35f4a4cace78dc37c3e7fa5
Autor:
S. N. Krivoshapko
Publikováno v:
Structural Mechanics of Engineering Constructions and Buildings, Vol 16, Iss 4, Pp 271-278 (2020)
Relevance. The necessity of division of umbrella surfaces and surfaces of umbrella type into two separated classes is explained in introduction. Earlier, umbrella surfaces and surfaces of umbrella type were in the same class of surfaces because they
Autor:
Dmitry Goryachkin, Sergey Trushin
Publikováno v:
Procedia Engineering. 153:781-784
In practice, the most common analysis methods of bending plates are the Kirchhoff model and the first-order shear model. In this paper analysis results of a freely supported bending plate of various thickness are given according to the Kirchhoff mode
Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 6, Pp 940-964
This work presents a model to predict the flexural behavior of reinforced concrete slabs, combining the Mazars damage model for simulation of the loss of stiffness of the concrete during the cracking process and the Classical Theory of Laminates, to
Externí odkaz:
https://doaj.org/article/bbb422e60f874a62ad9d4b1b82b1bcf8
Autor:
Neves, J?lia Barbosa
Publikováno v:
Biblioteca Digital de Teses e Dissertações da UEFSUniversidade Estadual de Feira de SantanaUEFS.
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Made available in DSpace on 2015-08-05T21:29:18Z (GMT). No. of bitstre
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Externí odkaz:
http://localhost:8080/tede/handle/tede/167
Akademický článek
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Publikováno v:
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 6, Pp 940-964
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 6, Pp 940-964 (2014)
Revista IBRACON de Estruturas e Materiais, Volume: 7, Issue: 6, Pages: 940-964, Published: DEC 2014
Revista IBRACON de Estruturas e Materiais v.7 n.6 2014
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
Revista IBRACON de Estruturas e Materiais, Vol 7, Iss 6, Pp 940-964 (2014)
Revista IBRACON de Estruturas e Materiais, Volume: 7, Issue: 6, Pages: 940-964, Published: DEC 2014
Revista IBRACON de Estruturas e Materiais v.7 n.6 2014
Revista IBRACON de Estruturas e Materiais
Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
This work presents a model to predict the flexural behavior of reinforced concrete slabs, combining the Mazars damage model for simulation of the loss of stiffness of the concrete during the cracking process and the Classical Theory of Laminates, to
Conference
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