Buckling behavior of cold-formed steel lipped channel beam-column members under monotonic and cyclic loadings
The use of cold-formed steel members is increasing day by day, especially in regions where
earthquake effects are intensively experienced. Among cold-formed steel members …
earthquake effects are intensively experienced. Among cold-formed steel members …
Prediction of In-plane Stiffness for the Cold-formed Steel Frame of the Wall Panel Structure
The purpose of this research was to study the lateral deformation behavior of cold-formed
steel wall panel structures using experimental tests, finite element analysis and analytical …
steel wall panel structures using experimental tests, finite element analysis and analytical …
Compactness Effect on Bending Behavior of Cold Formed Steel Beams
Z Yaman, E Ağcakoca - Periodica Polytechnica Civil Engineering, 2020 - pp.bme.hu
With respect to the determination of the strength of the structural steel members, first the
behavior of cross section and then that of the overall member should be considered. In this …
behavior of cross section and then that of the overall member should be considered. In this …
Web–flange distortional buckling of partially restrained CFS beams under uplift loading
Z Chen, J Zhao, L Li - Proceedings of the Institution of Civil …, 2022 - icevirtuallibrary.com
Cold-formed steel members are usually used as purlins in buildings to support roof cladding
and thus they can be treated as beams restrained fully or partially in the lateral and torsional …
and thus they can be treated as beams restrained fully or partially in the lateral and torsional …
[PDF][PDF] Web-flange distortional buckling analysis of partially restrained cold-formed steel beams under uplift loading
J Zhao, Z Chen, LY Li - Proceedings of the Institution of Civil …, 2020 - pearl.plymouth.ac.uk
Cold-formed steel members are usually used as purlins in buildings to support roof cladding
and thus they can be treated as the restrained beams fully or partially in its lateral and …
and thus they can be treated as the restrained beams fully or partially in its lateral and …
[PDF][PDF] Аналитическое определение критической нагрузки сжатого тонкостенного швеллера при потере устойчивости искажением формы поперечного …
АИ Уваров - МОРСКИЕ ИНТЕЛЛЕКТУАЛЬНЫЕ ТЕХНОЛОГИИ, 2024 - morintex.ru
На основании результатов численных расчётов установлено сходство дисторсионной
формы потери устойчивости швеллера и длинной пластины. Энергетическим методом …
формы потери устойчивости швеллера и длинной пластины. Энергетическим методом …
Instabilité Distorsionnelle: Etude Comparative Entre Le Modèle Européen Et Le Modèle Américano-Australien
I Mahi - 2020 - dspace1.univ-tlemcen.dz
La majorité des éléments structuraux à parois minces formés à froid, ayant des sections
ouvertes et soumises à un chargement axial ou flexionnel sont sujet, au moins, à trois …
ouvertes et soumises à un chargement axial ou flexionnel sont sujet, au moins, à trois …