Збірні конструкції будівель із сталевих тонкостінних холодноформованих профілів Cocoon 'Transformer'

Publikováno v: Шляхи підвищення ефективності будівництва в умовах формування ринкових відносин; Том 1 № 50 (2022): Шляхи підвищення ефективності будівництва в умовах формування ринкових відносин (Технічний); 51-60
Ways to Improve Construction Efficiency; Vol. 1 No. 50 (2022): Ways to Improve Construction Efficiency (Technical); 51-60

Cocoon System AG's light steel thin-walled structures have proven their worth in numerous superstructures, extensions, exterior wall and ceiling systems, as well as complex projects by internationally renowned architects. As part of the implementatio

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=scientific_p::a559af726e5b744a43dabe0ff272d84d
http://ways.knuba.edu.ua/article/view/269163

Analysis of the Initial Imperfections Effect on the Thin-Walled Cold-Formed Compressed Steel Members

Autor: Ali, Mohamad Al, Tomko, Michal, Demjan, Ivo, Kvocak, Vincent

Publikováno v: Komunikácie - vedecké listy Žilinskej univerzity v Žiline / Communications - Scientific Letters of the University of Žilina. 14(4):83-87

Externí odkaz: https://www.ceeol.com/search/article-detail?id=1123384

Analysis of the resistance of thin-walled cold-formed compressed steel members with closed cross-sections. Part 1

Autor: Mohamad Al Ali, Michal Tomko, Martin Badak

Publikováno v: Инженерно-строительный журнал, Vol 40, Iss 5, Pp 38-43 (2013)

From the material and geometric point of view, the thin-walled cold-formed profiles have specific specialties, which their design must responsibly take into account. In the terms of their resistance, an important issue is the effectiveness of mutual

Externí odkaz: https://doaj.org/article/2a30c88d07c14743be25217ecaaecd21

Comparison of strength and stiffness parameters of purlins with different cross-sections of profiles

Autor: Andrzej Wojnar, Katarzyna Sieńkowska

Publikováno v: Open Engineering, Vol 10, Iss 1, Pp 604-611 (2020)

The article presents comparative analyzes aimed at determining the optimal cross-section used in cold-formed steel purlins. The geometrical characteristics, bending resistance and self-weight of channel, zeta and hat cross-sections were compared. The

Externí odkaz: https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8dccad36f14cad4df1ab2d82767fe3ad
https://doi.org/10.1515/eng-2020-0061

Experimental - theoretical study of axially compressed cold formed steel profiles

Autor: Bešević Miroslav, Kukaras Danijel

Publikováno v: Facta Universitatis. Series: Architecture and Civil Engineering, Vol 9, Iss 3, Pp 367-378 (2011)

Analysis of axially compressed steel members made of cold formed profiles presented in this paper was conducted through both experimental and numerical methods. Numerical analysis was conducted by means of "PAK" finite element software designed for n

Externí odkaz: https://doaj.org/article/0a2b0f6de6794ab8ba6b426176da4820