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Fire resistance of cold‐formed steel columns

Fire resistance of cold‐formed steel columns Completed Phd theses lated were used to evaluate the ultimate Fire resistance of cold-formed steel with allowable precision. Finite ele- resistance and the stiffness. Values ob- columns ments simulations from models tested tained were compared with experimen- and from beam-to-column end plate tal results from tests developed in both The research addresses the study of connections were carried out also, in or- symmetric and asymmetric configura- asymmetric T-stub components sub- der to study additional parameters to es- tions. The model fits to the experiments timate the suitability of the component jected to tensile loads, through analyti- proposed to the global behaviour of the cal, numerical and experimental ap- connection. proaches, defined in the case of bolted moment end plate connections with Author: Juan José Jiménez de Cisneros asymmetry conditions. The main objec- Fonfría tive is to calculate the properties of Supervisor: Prof. Luís Simões da Silva strength and stiffness, and compare them with symmetric components. The and Prof. Juan de Dios Carazo behaviour of the component was char- Defence of dissertation: 3 February acterized through an equivalent matrix 2016 model, and the internal forces calcu- Analytical frame model 190 Steel Construction 9 (2016), No. 3 http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Fire resistance of cold‐formed steel columns

Steel Construction: Design and Research , Volume 9 (3) – Aug 1, 2016
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Publisher
Wiley
Copyright
"Copyright © 2016 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201670037
Publisher site
See Article on Publisher Site

Abstract

Completed Phd theses lated were used to evaluate the ultimate Fire resistance of cold-formed steel with allowable precision. Finite ele- resistance and the stiffness. Values ob- columns ments simulations from models tested tained were compared with experimen- and from beam-to-column end plate tal results from tests developed in both The research addresses the study of connections were carried out also, in or- symmetric and asymmetric configura- asymmetric T-stub components sub- der to study additional parameters to es- tions. The model fits to the experiments timate the suitability of the component jected to tensile loads, through analyti- proposed to the global behaviour of the cal, numerical and experimental ap- connection. proaches, defined in the case of bolted moment end plate connections with Author: Juan José Jiménez de Cisneros asymmetry conditions. The main objec- Fonfría tive is to calculate the properties of Supervisor: Prof. Luís Simões da Silva strength and stiffness, and compare them with symmetric components. The and Prof. Juan de Dios Carazo behaviour of the component was char- Defence of dissertation: 3 February acterized through an equivalent matrix 2016 model, and the internal forces calcu- Analytical frame model 190 Steel Construction 9 (2016), No. 3

Journal

Steel Construction: Design and Research – Wiley

Published: Aug 1, 2016

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