Connecting a W-shape beam to a hollow steel section (HSS) column using conventional
bolts is difficult due to a lack of access inside the hollow section column to tighten the nut …

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

This paper presents the results of an experimental program for bolted moment connection
joints of circular or square concrete filled steel tubular (CFST) columns, and H-shaped steel …

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 …

This paper presents the results of an experimental and analytical study into a new bolted
moment connection between unfilled hollow section columns and open section beams …

This paper presents an experimental study on a bolted joint for connecting H-section steel
beams to square hollow structural steel (HSS) columns and connecting upper and lower …

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 …

Experimental tests and numerical analyses were conducted to study the behavior of the
blind bolted end plate joint with concrete-filled square hollow section columns to steel beam …

This paper investigates the use of slip-critical blind bolts to connect I-beams to concrete-
filled steel square hollow section (SHS) columns. The strength and stiffness of the resulting …

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 …