Moment resisting connections to hollow sections tend to utilise welding and reinforcements
to achieve the stiffness required to resist moment. Blind-bolted connections to hollow …

This paper introduces an innovative one-sided bolt with ellipse head and examines its
mechanical performance based on experimental and numerical studies of double lapped …

Typical extended end-plate connections used in moment resisting steel frames with Hollow
Structural Section (HSS) columns will generally exhibit a certain degree cf flexibility. The …

Extended end-plate connections have been widely used in moment-resisting steel frames
with W-shape columns, due to their sufficient stiffness and moment capacity. In addition …

This paper presents experimental and numerical investigations of shear performance of one-
sided single and multi-row bolted joints. This new type of one-sided bolts achieves one-side …

The behaviour of moment-resisting steel frames under various types of loads is dependent
on the type of beam-to-column connections and their flexibilities. The extended end-plate …

Hybrid fabricated columns (HFCs) have been investigated by researchers during the past
two decades. Many researchers have reported higher load-bearing capacity, post-buckling …

Insights and Innovations in Structural Engineering, Mechanics and Computation comprises
360 papers that were presented at the Sixth International Conference on Structural …

An innovative generation of fabricated columns has recently been developed by the
research team at Monash University; however the challenging topic of connections between …

The objective of this study is to investigate the behaviour of extended end-plate and T-stub
bolted moment connections for square hollow section (SHS) column. The SHS column near …