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

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 …

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) …

Bolted beam-to-column connections can reduce the construction period and are proper for
prefabricated structures. Based on the traditional bolted connections, a beam-to-column …

Concrete-filled tubes (CFTs) have the advantages of both steel tubes and concrete. For that
the confinement of the steel tube on the concrete would enhance the stiffness, strength and …

This study presents six pseudostatic tests on square hollow section steel (HSS) column to H-
section beam bolted connections with double cover plates. The failure modes, load …

Bolted connections are convenient for construction, but traditional bolted end-plate joints
require gaps for construction, which may cause construction difficulties and installation …

U-shaped steel-concrete composite beams have the advantages of high bearing capacity,
excellent fire resistance and quick construction, when it is used with special-shaped …

With the increase in the construction height of modular structures, the challenge of structural
seismic resistance is increasing, and the performance of joints between modules is the key …

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 …