05.10: Numerical model for the buckling behaviour of tapered steel members based on experimental tests
- 13 September 2017
- Vol. 1 (2-3) , 1106-1115
Abstract
No abstract availableKeywords
This publication has 3 references indexed in Scilit:
- Development of a consistent design procedure for lateral–torsional buckling of tapered beamsJournal of Constructional Steel Research, 2013
- Development of a consistent buckling design procedure for tapered columnsJournal of Constructional Steel Research, 2012
- Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 1: Variability of the Eurocode 3 resistance modelJournal of Constructional Steel Research, 2009