This comprehensive review explores the performance of composite metal decks and
structural elements incorporating recycled aggregate concrete (RAC) at elevated …

This paper presents a state-of-the-art review on the behaviour of beam-to-column joints in
fire and considers experimental and analytical research work on isolated joint configurations …

In this paper, experimental results of the structural fire behaviour of four large-scale steel
frame test assemblies are presented. Test assemblies were made of HSS beams and …

Behaviour of steel connections in fire is a multi-dimensional problem involving parameters
such as temperature, tying forces and large deformations. Investigation of this behaviour will …

This paper presents the results of a simulation study of 10 fire tests on restrained steel beam–
column assemblies using five different types of joints: fin plate, flexible endplate, flush …

Connections are crucial zones in steel buildings since they provide interaction between
principal structural components (ie, beams, columns) and provide stability to the entire …

In fire events, to utilize catenary effect and accommodate large deformation in beams
demands a sufficient deformation capacity and ductility in steel bolted connections, which is …

The tying capacity of connections between beams and columns is very important in
maintaining structural integrity when beam deflections are high due to accidental loads such …

This paper presents both the experimental and numerical studies on the collapse resistance
of beam-column substructures with all-welded connections under a middle-column removal …

This paper presents the progressive collapse experiment efforts in beam-column assemblies
with WUF-B connections after fire exposure. A refined numerical simulation approach that …