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 …

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

A numerical procedure has been developed to model the sequences of failure which can
occur within steel beam-to-column connections under fire conditions. In this procedure two …

Connections are critical structural elements of building frames, and in a fire are subject to
forces very different from those at the ambient temperature for which they are designed. The …

This paper presents an overview of the modelling and simulation methods, which have
recently been developed in the literature to simulate the behaviour of the beam-to-column …

This paper presents experimental results of temperature distribution in fire in four typical
types of steel–concrete composite joint (web cleat, fin plate, flush endplate and flexible …

This paper compares the simulation results of three methods of using the commercial finite
element package ABAQUS to model the very large deflection behaviour of steel structures …

This paper describes a component-based model for simulating the behaviour of flexible end-
plate connections between beams and columns in steel framed structures in fire conditions …

Purpose This study aims to further study the fire resistance of prefabricated concrete beam-
column joints with end-plate connection. This paper aims to analyze the fire resistance of …

Thin sheet steel (TSS) single shear bolted connections at elevated temperatures were
investigated experimentally in this study. The TSS 0.42 mm G550 and 1.90 mm G450 were …