Thin-walled cold-formed steel (CFS) structures are widely used in low-storey buildings and
are seeing increased applications in multi-storey buildings as well as long-span structures …

In order to predict the T-stub behaviour, simplified theoretical models are provided by
Eurocode 3 that allow to evaluate the T-stub stiffness and strength. Conversely, there are no …

The design-by-analysis approach lays the foundation for the next generation of structural
design standards in which the strength and structural safety check are performed in a single …

The paper is focused on a design approach to a T-stub component, which is key part in an
analytical/numerical prediction of behaviour of the bolted end plate connections, by the …

The study aims to address the lack of design techniques for welded rectangular hollow
sections connections made with offset, ie, where the members of the branch adjacent to the …

This paper is supplementary research following the previous experimental and numerical
studies on the progressive collapse behaviors of beam-column substructures with different …

This study proposed a generalised and concise model consisting of spring-slider elements
to characterise the nonlinear bending moment-rotation relationship of semi-rigid steel beam …

This paper deals with the formulation of cruciform finite elements that model 2D steel joints
for frame analysis. Three different cases are contemplated: single rectangular panels …

This paper introduces CBFEM (component-based finite element model) which is a new
method to analyze and design connections of steel structures. Design focused CM …

The paper focuses on the design of fillet welds of regular structural steel. It presents a
numerical design calculation (NDC) method for assessing weld resistance using the regular …