Zobrazeno 1 - 8
of 8
pro vyhledávání: '"Yevhenii Klymenko"'
Publikováno v:
Tehnički Glasnik, Vol 14, Iss 2, Pp 206-211 (2020)
Methods for determining the characteristic values of climate loads at the location of a building have been perfected. Based on comparative analysis, the method of levelling the values of climate loads with an exponential or triangular weight function
Externí odkaz:
https://doaj.org/article/31c11f63d34847a58cd0155fc0098f34
Publikováno v:
Tehnički Glasnik, Vol 14, Iss 4, Pp 466-472 (2020)
The article is devoted to studies about the stress-strain state and the residual bearing capacity of inclined sections of reinforced concrete beams with concrete damages in the compressed zone near support areas. The developed method of calculating t
Externí odkaz:
https://doaj.org/article/cb1b44707e4245fdb10b859fd2f5d8a1
Publikováno v:
Applied Sciences, Vol 12, Iss 15, p 7430 (2022)
This work is devoted to the study of the influences of various parameters on the bearing capacities of compressed reinforced concrete columns of varying flexibilities damaged during operation. Experimental tests of pilot samples were carried out, and
Externí odkaz:
https://doaj.org/article/aecb9d63100041018f2cde77cfee5cbf
Publikováno v:
Applied Sciences, Vol 12, Iss 2, p 685 (2022)
This work presents a proposed engineering method for calculating the bearing capacity of the supporting sections of continuous monolithic reinforced concrete tape beams, which combine pressed or driven reinforced concrete piles into a single foundati
Externí odkaz:
https://doaj.org/article/defcf4ac0d7545e9999cbbe39efc7db8
Publikováno v:
AIP Conference Proceedings.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bb31e3808ebe32e4d51570b81150269e
https://doi.org/10.1063/5.0118689
https://doi.org/10.1063/5.0118689
Publikováno v:
Tehnički glasnik
Volume 14
Issue 4
Tehnički Glasnik, Vol 14, Iss 4, Pp 466-472 (2020)
Volume 14
Issue 4
Tehnički Glasnik, Vol 14, Iss 4, Pp 466-472 (2020)
The article is devoted to studies about the stress-strain state and the residual bearing capacity of inclined sections of reinforced concrete beams with concrete damages in the compressed zone near support areas. The developed method of calculating t
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d503d0d866690fb32c54136919256d68
https://doi.org/10.31803/tg-20191125075359
https://doi.org/10.31803/tg-20191125075359
Publikováno v:
Lecture Notes in Civil Engineering ISBN: 9783030573393
During the research, the main causes and consequences of damage to reinforced concrete eccentrically compressed structures of the H- shaped cross-section were established Three main factors that affect the value of the residual bearing capacity of th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::c0a27057c739ae62430682949a01079a
https://doi.org/10.1007/978-3-030-57340-9_24
https://doi.org/10.1007/978-3-030-57340-9_24
Publikováno v:
Tehnički Glasnik, Vol 14, Iss 2, Pp 206-211 (2020)
Tehnički glasnik
Volume 14
Issue 2
Tehnički glasnik
Volume 14
Issue 2
Methods for determining the characteristic values of climate loads at the location of a building have been perfected. Based on comparative analysis, the method of levelling the values of climate loads with an exponential or triangular weight function
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::b1ce324b856f2bfac1cb2a0d36ceecb7
https://www.bib.irb.hr/1134676
https://www.bib.irb.hr/1134676