In steel modular buildings, both inter-and intra-module connections can attract bending
moment under the action of lateral loads. The moment is distributed in accordance with the …

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The behavior of steel structures is significantly affected by the connections between the steel
members. For this reason, special attention to the prediction of the joint rotational behavior is …

The lack of guidelines for determining the rigidity of inter-and intra-module joints in corner-
supported steel modular integrated construction (MiC) buildings can lead to unsafe or over …

This paper addresses the problem of determining the stiffness and strength of steel storage
rack base plate assemblies. Base plate assemblies are usually bolted to an upright and to a …

In the structural analysis of steel frames, joints are generally considered as rigid or hinged
considering their momenttransfer ability. However, the first studies conducted with the …

With decades of research, semi-rigid beam-to-column connections have been widely
accepted. However, most studies have been restricted to the local connection level, leaving …

Analytical formulations for the evaluation of the critical bending moment for lateral-torsional
buckling of a beam taking into account warping restraints at supports are proposed in this …

The last version of Eurocode 8 has opened the door to the design of Moment Resisting steel
Frames (MRFs) promoting the dissipation of the seismic input energy in the joints. Within this …

The seismic design of moment resisting steel frames, classically, is carried out by adopting
full strength joints. In this approach, the dissipation of the seismic input energy is obtained …