Behavior of beam shear connections in steel buildings subject to fire

G Hu - 2011 - repositories.lib.utexas.edu
This dissertation presents the results of experimental and computational investigations on
the behavior of steel simple beam end framing connections subjected to fire. While …

Stability check of tapered steel beams in fire

C Couto, É Maia, PV Real, N Lopes - Journal of Structural Fire …, 2019 - emerald.com
Stability check of tapered steel beams in fire | Emerald Insight Books and journals Case studies
Expert Briefings Open Access Publish with us Advanced search Stability check of tapered …

Comparison of alternative algorithms for buckling analysis of slender steel structures

CA Dimopoulos, CJ Gantes - Structural engineering and mechanics: An …, 2012 - dbpia.co.kr
Objective of this paper is to compare linear buckling analysis formulations, available in
commercial finite element programs. Modern steel design codes, including Eurocode 3 …

Behaviour and design of cold-formed steel beams subject to lateral-torsional buckling at elevated temperatures

N Dolamune Kankanamge… - Thin-walled structures, 2012 - eprints.qut.edu.au
Cold-formed steel beams are increasingly used as floor joists and bearers in buildings and
often their behaviour and moment capacities are influenced by lateral-torsional buckling …

Failure criteria of cellular steel beams under ambient and elevated temperature

VK Kotapati, AP Khatri - International Journal of Steel Structures, 2022 - Springer
The fire resistance time of a member plays a significant role in structural fire safety. The
determination of FR time for cellular steel beam is quite complicated because of irregular …

[PDF][PDF] Development of a new design method for the cross-section capacity of steel open sections at high temperatures

J Paquet - 2021 - dam-oclc.bac-lac.gc.ca
At high temperatures, steel suffers from great losses in strength and stiffness. Different
design methods must therefore be considered to predict the resistance of steel in the …

A new proposal for the design of laterally unrestrained cellular steel beams under moment gradient at elevated temperatures

VK Kotapati, AP Khatri - Fire Safety Journal, 2023 - Elsevier
The laterally unrestrained cellular steel beams (CB) are more susceptible to buckling failure
and collapse early due to the material degradation that occurs in a fire situation. The lateral …

Fire Resistance of Cold-Formed Steel Columns

HD da Silva Craveiro - 2015 - search.proquest.com
A construção de edifícios com estrutura constituída por perfis de aço galvanizado
enformados a frio aumentou significativamente nos últimos anos, especialmente em …

Desenvolvimento e aplicação de um sistema computacional para simulação via método dos elementos finitos do comportamento de estruturas de aço e mistas em …

JCL Ribeiro - 2009 - repositorio.ufmg.br
De forma cada vez mais intensa, vários países, em especial os desenvolvidos, têm se
preocupado em estabelecer regras e procedimentos mais avançados e realísticos para …

Lateral-torsional buckling of partially protected steel I-beams exposed to fire

MH Doula, N Ziane, G Ruta, SA Meftah - Journal of Constructional Steel …, 2021 - Elsevier
This paper proposes a new model for thin-walled open profiles able to predict bending-
torsion buckling of thermally restrained steel I beams with bi-and mono-symmetric cross …