A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins
AbstractIn this paper, the influence of the lateral restraint provided by cladding on the lateral-torsional buckling of zed-purlin beams is investigated in detail. The analysis is performed using the energy method. The influence of the lateral restraint on the critical load is discussed for beams with various different boundary conditions, loading positions, with and without interval anti-sag bars.
Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins
AbstractIn this paper, the influence of the lateral restraint provided by cladding on the lateral-torsional buckling of zed-purlin beams is investigated in detail. The analysis is performed using the energy method. The influence of the lateral restraint on the critical load is discussed for beams with various different boundary conditions, loading positions, with and without interval anti-sag bars.
Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins
Chu, Xiao-ting (author) / Rickard, Jamie (author) / Li, Long-yuan (author)
Thin-Walled Structures ; 43 ; 800-810
2004-10-29
11 pages
Article (Journal)
Electronic Resource
English
Influence of lateral restraint on lateral-torsional buckling of cold-formed steel purlins
| Online Contents | 2005
Lateral-torsional buckling of cold-formed zed-purlins partial-laterally restrained by metal sheeting
| Online Contents | 2004
Torsional restraint of lateral buckling
| Engineering Index Backfile | 1966
Lateral buckling of restrained roof purlins
| Elsevier | 1984