Add to ORKGThe final draft of the EN version of part 1.1 of Eurocode 3 has introduced significant changes in the evaluation of the lateral-torsional buckling resistance of unrestrained beams at room temperature that reduce the over-conservative approach of ENV 1993-1-1 in the case of non-uniform bending.http://www.sciencedirect.com/science/article/B6V28-4CMYJ6V-3/1/62c8b43b1bfa9671066ce946212592b
peer reviewedThis paper presents a numerical study on the behaviour of carbon steel and stainless st...
In this paper, experimental tests on lateral torsional buckling of steel I Beams under fire conditio...
Partially encased beams are composed structural elements widely used for industrial and commercial b...
The final draft of the EN version of part 1.1 of Eurocode 3 has introduced significant changes in th...
peer reviewedThe final draft of the EN version of part 1.1 of Eurocode 3 has introduced significant ...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
The behaviour of Steel 1-Beams exhibiting lateral-torsional buckling at elevated temperature has bee...
European standard EN1994-1-2:2005 provides tabulated values and simplified calculation models for as...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
peer reviewedNumerical modelling of the lateral-torsional buckling of steel beams at elevated temper...
The behaviour of Steel I-Beams exhibiting lateral-torsional buckling at elevated temperature has bee...
A geometrically and materially non-linear finite element program, i.e., a general model, has been us...
A geometrically and materially non-linear finite element program, i. e., a general model, has been u...
The lateral torsional buckling behaviour and design of steel beams in fire are investigated in this ...
The possibility of having, in parts 1-1 and 1-2 of Eurocode 3, the same approach for the design of b...
peer reviewedThis paper presents a numerical study on the behaviour of carbon steel and stainless st...
In this paper, experimental tests on lateral torsional buckling of steel I Beams under fire conditio...
Partially encased beams are composed structural elements widely used for industrial and commercial b...
The final draft of the EN version of part 1.1 of Eurocode 3 has introduced significant changes in th...
peer reviewedThe final draft of the EN version of part 1.1 of Eurocode 3 has introduced significant ...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
The behaviour of Steel 1-Beams exhibiting lateral-torsional buckling at elevated temperature has bee...
European standard EN1994-1-2:2005 provides tabulated values and simplified calculation models for as...
When a beam is bent about its greatest flexural resistance axis it may twist and move laterally, bef...
peer reviewedNumerical modelling of the lateral-torsional buckling of steel beams at elevated temper...
The behaviour of Steel I-Beams exhibiting lateral-torsional buckling at elevated temperature has bee...
A geometrically and materially non-linear finite element program, i.e., a general model, has been us...
A geometrically and materially non-linear finite element program, i. e., a general model, has been u...
The lateral torsional buckling behaviour and design of steel beams in fire are investigated in this ...
The possibility of having, in parts 1-1 and 1-2 of Eurocode 3, the same approach for the design of b...
peer reviewedThis paper presents a numerical study on the behaviour of carbon steel and stainless st...
In this paper, experimental tests on lateral torsional buckling of steel I Beams under fire conditio...
Partially encased beams are composed structural elements widely used for industrial and commercial b...