… The beam to HSST using Thread-fixed One-side Bolted Connection (TOBC) was experimentally
studied in this paper. Total four TOBCs and a traditional Nut-fixed Double-side Bolted …

… of a beam, and then bolted to another connecting beam using two rows of high-strength bolts.
… where its endplate does not extend beyond the outside of the connecting beam flanges. All …

… The major questions treated are: ( 1) the design of the flanges and flange bolts of a T-stub
connection on the tension side of a beam, and (2) the design of the web and web …

… in field, high strength one side bolts (blind bolts) which do not … The study includes tests of
one side bolts under tensile load, … side bolt as well as the behaviour of one side bolted moment …

… on the moment capacity of bolted side-plate for … the bolted side plates, such as depth, length,
thickness, and pitch of the frame. Finally, design equations are proposed for the bolted side …

… Herein, k b is taken as 8 and 25 for no-sway frames and sway frames, respectively; E, I b ,
and L b are the Young's modulus, the inertia moment, and the design span of the steel beam; L …

… of bolted side-plated (BSP) reinforced concrete beams … moment Δ M u provided by various
bolt–plate systems are listed in Table 5 and compared with the theoretical additional moment …

… In this connection, channels with side plates connect beam flanges to the side face of HS
columns. This is a simple alternative connection to typical face connections, ie the extended …

… -beam and square-column moment connections with a bolted web … on the influence of different
bolt layouts on the structural … east side, fracture occurs firstly at the bottom flange of beam …

… The T-shaped One-side Bolted endplate Connection (TOBC) of a beam to a HSST under
static bending moment was investigated using a FEM. The FEM was verified by test results …