Zobrazeno 1 - 4
of 4
pro vyhledávání: '"local critical resistance"'
Autor:
Brzezińska K., Szychowski A.
Publikováno v:
Archives of Civil Engineering, Vol 64, Iss 4, Pp 123-143 (2018)
The issues of local stability and ultimate resistance of a continuous beam with thin-walled box section (Class 4) were reduced to the analysis of the local buckling of bilaterally elastically restrained internal plate of the compression flange at lon
Externí odkaz:
https://doaj.org/article/895b975a06da44ca951e18192af6e377
Autor:
Szychowski A.
Publikováno v:
Archives of Civil Engineering, Vol 62, Iss 2, Pp 229-264 (2016)
Thin-walled bars currently applied in metal construction engineering belong to a group of members, the cross-section res i stance of which is affected by the phenomena of local or distortional stability loss. This results from the fact that the cross
Externí odkaz:
https://doaj.org/article/cf6898d63aa34ddaa02d9bb78a5f01f2
Autor:
Andrzej Szychowski, K. Brzezińska
Publikováno v:
Archives of Civil Engineering, Vol 64, Iss 4, Pp 123-143 (2018)
The issues of local stability and ultimate resistance of a continuous beam with thin-walled box section (Class 4) were reduced to the analysis of the local buckling of bilaterally elastically restrained internal plate of the compression flange at lon
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::05a037e7e8c08a184e534add683752cf
https://doi.org/10.2478/ace-2018-0048
https://doi.org/10.2478/ace-2018-0048
Autor:
Andrzej Szychowski
Publikováno v:
Archives of Civil Engineering, Vol 62, Iss 2, Pp 229-264 (2016)
Thin-walled bars currently applied in metal construction engineering belong to a group of members, the cross-section res i stance of which is affected by the phenomena of local or distortional stability loss. This results from the fact that the cross
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::15fdacf218c9a04ffa8e6cd2b7bc96d0
https://doi.org/10.1515/ace-2015-0077
https://doi.org/10.1515/ace-2015-0077