Zobrazeno 1 - 6
of 6
pro vyhledávání: '"Andrei Kervalishvili"'
Autor:
Andrei Kervalishvili, Ivar Talvik
Publikováno v:
Applied Sciences, Vol 14, Iss 1, p 149 (2023)
Structural steel hollow section members are extensively utilized in civil engineering due to their excellent mechanical performance, favourable geometry for corrosion protection, and aesthetic appeal. Degradation in material properties of steel and t
Externí odkaz:
https://doaj.org/article/edd83a6ed94249c6a55b0d11420028a8
Autor:
Andrei Kervalishvili, Ivar Talvik
Publikováno v:
Buildings, Vol 13, Iss 2, p 407 (2023)
The stability of axially loaded steel columns with compact rectangular hollow sections at elevated temperatures is studied in this paper. The current Eurocode model for checking the buckling resistance of columns in fire was developed on a similar ba
Externí odkaz:
https://doaj.org/article/707305c5343d41b496dd18e1de4a2a80
Autor:
Andrei Kervalishvili, Ivar Talvik
Publikováno v:
Journal of Civil Engineering and Management, Vol 23, Iss 2 (2017)
Influence of residual stresses on the stability of steel columns with various sections at elevated temperatures has been studied. The potential effect of residual stresses on the stability of columns should be clarified, as the stability of compressi
Externí odkaz:
https://doaj.org/article/927fb91400dc4310833996e110b22b61
Autor:
Ivar Talvik, Andrei Kervalishvili
Publikováno v:
Journal of Structural Fire Engineering. 11:167-187
Purpose This paper aims to reliability analysis of axially loaded steel columns at elevated temperatures considering the probabilistic features of fire. Design/methodology/approach The response function used in the reliability analysis is based on th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ee6392dc332311763deb4bce03ba2a30
https://doi.org/10.1108/jsfe-12-2018-0041
https://doi.org/10.1108/jsfe-12-2018-0041
Autor:
Andrei Kervalishvili, Ivar Talvik
Publikováno v:
Journal of Constructional Steel Research. 127:108-119
Buckling capacity of axially loaded steel columns with hot-rolled I-sections, circular and rectangular hollow sections in fire is studied. The current Eurocode method for checking the stability at elevated temperatures has been derived on the same ba
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9553a20515d30b53ff36d43125eda606
https://doi.org/10.1016/j.jcsr.2016.07.008
https://doi.org/10.1016/j.jcsr.2016.07.008
Autor:
Andrei Kervalishvili, Ivar Talvik
Publikováno v:
Journal of Constructional Steel Research. 96:140-150
Stability of axially loaded steel columns with square hollow sections at elevated temperatures is studied herein. At present the Eurocode model for checking buckling capacity of columns in fire has been developed on the similar basis as for ambient c
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::1d03d721788432ecff526957f577ff3b
https://doi.org/10.1016/j.jcsr.2013.11.018
https://doi.org/10.1016/j.jcsr.2013.11.018