Post-Buckling Behaviour, Strength and DSM Design of Thin-Walled Cruciform Steel ColumnsPedro Borges Dinis and Dinar Camotim
Stability Strength of Aluminum Alloy Columns under Concentric CompressionXimei Zhai, Hai Wu and Lijuan Sun
Local Buckling of Elliptical Hollow Sections under Combined Compression and BendingJ. M. Abela and L. Gardner
On the DSM Design of Cold-Formed Steel Columns against Local-Distortional Interactive FailurePedro Borges Dinis, Dinar Camotim and Rui Fena
Influence of the Joint Configuration on the Buckling and Post-buckling Behaviours of Thin-Walled Steel FramesDinar Camotim and Cilmar Basaglia
Quasi-Static Web Crippling Analysis of Cold-Formed Steel BeamsPedro Natário, Nuno Silvestre and Dinar Camotim
The Lateral Torsional Buckling of I Beams with Cross BeamsSri Tudjono
Behaviour of Tapered Concrete-filled Double Skin Steel Tubular Stub ColumnsWei Li and Lin-Hai Han
Numerical Analysis of the Stability Behavior of Web-tapered Beam-ColumnsLiliana Marques, Luís Simões da Silva and Carlos Rebelo
Out of Plane Behaviour of Pitched-Roof Single Storey Frames with Tapered Members Considering Lateral RestraintsI. M. Cristutiu and D. L. Nunes
Behaviour of A Large Steel Pitched-Roof Portal Frame with Welded Plate Tapered Members and King Post Truss Rafter at the Mid SpanI. M. Cristutiu and Zs. Nagy
