Zobrazeno 1 - 10
of 40
pro vyhledávání: '"Iakov Iskhakov"'
Publikováno v:
Applied Sciences, Vol 14, Iss 17, p 7581 (2024)
Many buildings around the world fail to meet current earthquake resistance requirements and have significant potential to be a risk to human life and property. Therefore, a seismic upgrade of such buildings is quite necessary. Over the past decades,
Externí odkaz:
https://doaj.org/article/fdbcd7135d5a4895b4535a8cda3a5b41
Publikováno v:
Advances in Materials Science and Engineering, Vol 2024 (2024)
Many existing buildings fail to meet the requirements of current earthquake resistance codes. Therefore, it is necessary to strengthen and/or upgrade such buildings. Strengthening and/or upgrading include adding new floors, parts, elements, etc. Mode
Externí odkaz:
https://doaj.org/article/bc65674a6e3949c0b55686dde78e37a8
Publikováno v:
Applied Sciences, Vol 13, Iss 4, p 2306 (2023)
The relationship between transverse and longitudinal deformations (Poisson ratio) in the compressed zone of bending reinforced concrete elements is still not properly considered in designs. This factor is important as it is related to the formation o
Externí odkaz:
https://doaj.org/article/624a5ceec7f5416295de1e64b758f709
Publikováno v:
Applied Sciences, Vol 11, Iss 18, p 8460 (2021)
Loading rates affect the behavior of concrete specimens from the beginning of the loading process until failure. At rather high loading rates, longitudinal deformations in concrete specimens under a compressive load are practically elastic up until t
Externí odkaz:
https://doaj.org/article/732410cd1da14a758f7620b55836da10
Autor:
Iakov Iskhakov, Yuri Ribakov
Publikováno v:
Advances in Materials Science and Engineering, Vol 2019 (2019)
As known, high-strength compressed concrete elements have brittle behavior, and elastic-plastic deformations do not appear practically up to their ultimate limit state (ULS). This problem is solved in modern practice by adding fibers that allow devel
Externí odkaz:
https://doaj.org/article/3b1be1e456d04a3cba997bc230528fd1
Publikováno v:
Materials; Volume 15; Issue 17; Pages: 6064
The theoretical stress-strain model for compressed composite cement materials’ behavior without empirical coefficients was proposed by Iskhakov in 2018. This model includes the following main parameters describing concrete behavior: stresses and st
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::ba06be34b0d4828c6320e51ea3b1e11a
https://pubmed.ncbi.nlm.nih.gov/36079442
https://pubmed.ncbi.nlm.nih.gov/36079442
Publikováno v:
Structural Concrete. 21:2396-2407
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::a038ea6c6d98957b63a48d47162514b2
https://doi.org/10.1002/suco.201900556
https://doi.org/10.1002/suco.201900556
Publikováno v:
Applied Sciences
Volume 13
Issue 4
Pages: 2306
Volume 13
Issue 4
Pages: 2306
The relationship between transverse and longitudinal deformations (Poisson ratio) in the compressed zone of bending reinforced concrete elements is still not properly considered in designs. This factor is important as it is related to the formation o
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0d4d7740f6deb09356143b02caa8e249
https://doi.org/10.3390/app13042306
https://doi.org/10.3390/app13042306
Publikováno v:
Structural Concrete. 22:238-249
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::122f567ca0ac260785c61b7b1651e8d1
https://doi.org/10.1002/suco.201900328
https://doi.org/10.1002/suco.201900328
Autor:
Yuri Ribakov, Iakov Iskhakov
Publikováno v:
Structural Concrete. 19:1649-1656
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::3a6439ca4a255493da6f53fab8323979
https://doi.org/10.1002/suco.201600226
https://doi.org/10.1002/suco.201600226