In this paper, the structural response and design method of Extended T-head Square-neck
One-side Bolts (Extended TSOBs) bolted I-beams to Concrete Filled Steel Tubular (CFST) …

Four T-head Square-neck One-side Bolts (TSOBs) bolted I-beam to Hollow Section Square
Column (HSSC) connections with H-steel stiffener were tested under cyclic load, where the …

As the conventional connection configurations of the steel beam to concrete-filled steel
tubular (CFST) column are complex and unfriendly in practice, the application of the blind …

When using the Thread-anchored One-side Bolts (TOBs) which are a type of one-side bolts
anchored through the tube wall hole threads instead of the nuts, the conventional Concrete …

Totally four T-head square-neck one-side bolted connections (TSOBCs) for H-beam to
hollow section steel column (HSSC) and a standard double-sides bolted connection (SDBC) …

A novel welded-bolted beam-to-column joint, connecting double channel beams to concrete-
filled steel tubular (CFST) columns, is proposed for a prefabricated steel structure that only …

The One-side bolts are widely used in the connection of the closed section members in the
prefabricated buildings. As a novel type of one-side bolt, T-head Square-neck One-side Bolt …

Bolted joints are widely used in beam-to-column joints in structures due to the advantages of
fast construction, convenient installation and disassembly, and resource conservation. A …

Using internal continuity plates in box columns due to accessibility problems and
complicated detailing of connection was perceived as fraught with shortcomings and …

The objective of this research is to investigate the seismic performance of the composite joint
consisting of square concrete filled thin-walled steel tubular (CFTST) column and steel beam …