Zobrazeno 1 - 10
of 23
pro vyhledávání: '"Pohribnyi, Volodymyr"'
Publikováno v:
AIP Conference Proceedings; 2023, Vol. 2684 Issue 1, p1-8, 8p
Publikováno v:
AIP Conference Proceedings; 2023, Vol. 2684 Issue 1, p1-6, 6p
Publikováno v:
AIP Conference Proceedings; 2023, Vol. 2678 Issue 1, p1-7, 7p
Improved structural solutions of keyed joints of modern structural systems from reinforced concrete.
Autor:
Dovzhenko, Oksana, Pohribnyi, Volodymyr, Kyrychenko, Volodymyr, Kuznietsova, Iryna, Bulbakha, Oleksandr
Publikováno v:
AIP Conference Proceedings; 2023, Vol. 2678 Issue 1, p1-7, 7p
Publikováno v:
MATEC Web of Conferences, Vol 230, p 02005 (2018)
The necessity of creating a general methodology for concrete and reinforced concrete elements strength calculation under the shear is established. Three failure cases of reinforced concrete corbels under the shear are considered. The solutions of pro
Externí odkaz:
https://doaj.org/article/5b09e7cf0aa3425690cf84d070b4fd1d
Publikováno v:
MATEC Web of Conferences, Vol 230, p 02025 (2018)
The central one-sided concrete element crushing is considered when the loading platform width is less than the element width (in three-dimensional stress state conditions). A variational method in the concrete plasticity theory, which is developed in
Externí odkaz:
https://doaj.org/article/1552837772e0437dbe1abb70396bc8d5
Publikováno v:
MATEC Web of Conferences, Vol 116, p 02011 (2017)
The joints ensure the joint performance of the load carrying structural systems and they are the most responsible and important elements. Keyed joints are widely used in construction. They are characterized by an increased resistance to shear. On the
Externí odkaz:
https://doaj.org/article/f0db75978bab4694807803a41f29ad5c
Publikováno v:
MATEC Web of Conferences, Vol 116, p 02026 (2017)
The two-dimensional concrete elements under the action of one-sided central crushing often occurs. For them, the strength problems are solved on the basis of the concrete ideal plasticity theory variational method with application of discontinuous ve
Externí odkaz:
https://doaj.org/article/b616bb896660426799839dd4b45d95ad
Publikováno v:
Collection of scientific works of the Ukrainian State University of Railway Transport; № 184 (2019)
Сборник научных статей Украинского государственного университета железнодорожного транспорта; № 184 (2019)
Збірник наукових праць Українського державного університету залізничного транспорту; № 184 (2019)
Сборник научных статей Украинского государственного университета железнодорожного транспорта; № 184 (2019)
Збірник наукових праць Українського державного університету залізничного транспорту; № 184 (2019)
It is indicated on the ambiguity of the categories definition characterizing the technical condition of building structures. The phrases "the impossibility of guaranteeing the integrity of the structure" and "the possibility of ensuring its integrity
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=scientific_p::501eae7600dd83afbbae06b79109a265
http://csw.kart.edu.ua/article/view/176097
http://csw.kart.edu.ua/article/view/176097
Autor:
Vatulia, G., Plugin, A., Darenskyi, O., Pohribnyi, Volodymyr, Dovzhenko, Oksana, Kuznietsova, Iryna, Usenko, Dmytro
Publikováno v:
MATEC Web of Conferences; 11/16/2018, Vol. 230, pN.PAG-N.PAG, 8p