In this study, three concrete-filled steel tubular (CFST) column-steel beam bolted joints with
external reinforcing diaphragm were tested under cyclic loading using 1/2 scaled …

In this study, an interior joint between timber-concrete composite (TCC) beams and steel
column was as tested under quasistatic cyclic loads. To obtain an acceptable seismic …

Semi-rigid connections with blind bolts could solve the difficulty that traditional high strength
bolts were unavailable to splice a steel/composite beam to a closed section column …

As the common cast-in-place construction works fails to meet the enormous construction
demand under rapid economic growth, the development of prefabricated structure instead …

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 …

Beam-column joints are a crucial core part of prefabricated concrete structures. This paper
presents a novel prefabricated steel-concrete composite beam-column joint. The design …

The paper presents a large experimental campaign carried out on ten steel–concrete
composite beam-to-column sub-assemblages employing monotonic and cyclic loading test …

Modified blind bolts (Hollo-Bolt) and a locally strengthened steel tube column in the panel
zone were created to overcome the moment-resisting problem for the bolted connections …

Existing concrete-filled steel tubular (CFST) structures are mostly based on cast-in-situ
concrete construction technology. The beam-column joint emphasizes the horizontal …