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 deals with the experimental behaviour of blind-bolted angle connections
between open beams and tubular columns. A number of connection configurations with …

Due to aesthetic, economic, and structural performance, the use of structural hollow sections
as columns in both continuous moment resisting and nominally pinned construction is …

Box–columns are convenient structural members for moment resisting frames, but providing
a proper beam to box–column connection is still under investigation due to the closed shape …

This paper investigates the seismic behaviour of extended end plate connections to circular
or square concrete-filled steel tubular (CFST) columns using blind bolts. Both the end plate …

This paper evaluates the yield and ultimate strengths of a blind bolted endplate to square
tubular column connection in joint tensile region. It outlines a research work of eleven …

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 complements previous research conducted by the authors on stainless steel
bolted joints and reports the first systematic study on the structural behaviour of stainless …

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 …

To investigate seismic behavior and failure modes of blind bolted concrete-filled steel
tubular (CFST) frames with semi-rigid connections, an experimental study on two specimens …