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 …

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 …

This paper presents the results of an experimental programme for a new blind bolted
connection to unfilled hollow section (HS) columns under static loading. In this connection …

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 describes an experimental investigation into the moment-rotation characteristics
of bolted end plate beam-to-column connections. Eight specimens of beam-column …

This paper presents the results of experimental investigations and numerical analyses
carried out to investigate the performance of new blind bolted moment-resisting connections …

The results of an experimental research study involving the testing of four bolted moment-
resisting connections under simulated seismic loading conditions are presented. Each test …

This research aims to investigate the cyclic behaviour of composite joints consisting of
concrete-filled steel tubular (CFST) columns, steel beams, and through-bolt connections. A …

This paper presents an innovative bolt model suitable for the three dimensional finite
element analysis (FEA) of the semirigid beam-to-column bolted connections. The model is …

Due to lack of access inside the hollow section column, it has been difficult to develop a
practical bolted moment connection between a W-shape beam and a hollow steel column …