Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Viktar Tur"'
Publikováno v:
Budownictwo i Architektura, Vol 21, Iss 4 (2022)
Many existing steel structures are exposed to degradation due to corrosion or fatigue and to increasing loads. Their reliability assessment is then needed. The key question is whether a particular structure can be preserved ‘as it is’, or needs t
Externí odkaz:
https://doaj.org/article/8bd0e6234bef42bea4eaadcc10fec858
Publikováno v:
Budownictwo i Architektura, Vol 20, Iss 4 (2021)
The article presents the simplified implementation of alternative load path method based on the energy balance approach. This method should be used to check the global resistance of a damaged structural system after the occurrence of an accidental ev
Externí odkaz:
https://doaj.org/article/59d3c3e315054e5f8264157ee492edde
Publikováno v:
Budownictwo i Architektura, Vol 19, Iss 4 (2020)
The estimation of structural robustness remains one of the most important stages of the design of structural systems. Recommended design strategies for the robustness assessment are based on the provisions specified in the actual EN 1991-1-7 and ISO
Externí odkaz:
https://doaj.org/article/d3c3931ca3e64a558587c8bd215b876b
Publikováno v:
Inżynieria Bezpieczeństwa Obiektów Antropogenicznych. :12-41
The paper experimentally and theoretically considers the issues of assessing the robustness and resistance to progressive collapse of a flat slab with a sudden removal of the central support. The results of testing two scale models of a fragment of a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8a9e2dd38e42844f7f65a56af2e4e635
https://doi.org/10.37105/iboa.156
https://doi.org/10.37105/iboa.156
Autor:
Volha Sannikava, Viktar Tur
Publikováno v:
MATEC Web of Conferences, Vol 350, p 00010 (2021)
This paper proposes a design model (2D MSDM) for assessment the early-age stress-strain parameters of two-axially restrained expansive concrete elements. The analytical model allows defining the restrained expansion strains and corresponding self-str
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::7df7735d5c2bbaecd2b6cc64495f5c7d
https://www.matec-conferences.org/articles/matecconf/pdf/2021/19/matecconf_rdcad21_00010.pdf
https://www.matec-conferences.org/articles/matecconf/pdf/2021/19/matecconf_rdcad21_00010.pdf
Autor:
Viktar Tur, Aliaksandr Varabei
Publikováno v:
MATEC Web of Conferences, Vol 350, p 00016 (2021)
This paper presents a mechanical model of the shear resistance based on Critical Shear Crack Theory (CSCT) and its application for the checking of the shear ultimate state of self-stressed elements reinforced with FRP bars. The shear force, which is
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ebf2348ac7f9ac89a71577094b54b0e9
https://doi.org/10.1051/matecconf/202135000016
https://doi.org/10.1051/matecconf/202135000016