The seismic behavior of the beam-column connections in concrete frame is studied in this
paper, including five precast specimens and one cast-in-place specimen. For the precast …

Conventional steel-concrete composite beams have been recognized to exhibit stronger
structural characteristics, in terms of strength and stiffness, when compared to pure steel or …

The socket connection has been considered to be an effective connection for accelerated
bridge construction (ABC) due to its promising advantages, ie, higher construction tolerance …

The development of self-compacting concretes with electric arc furnace slags is a novelty in
the field of materials and the production of high-performance concretes with these …

Limited information is known about the effects of bond strength degradation during
installation on the bond's quality and performance between fiber-reinforced polymer (FRP) …

Failure of bolts exposed to tension is generally avoided in the design of bolted connections
due to the smaller deformation capacity of bolts than the connected plates. This is one of the …

In the last few decades, the application of lightweight cold-formed composite steel–concrete
structural systems has constantly been increasing within the field of structural engineering …

Considering the superior seismic performance of partially-encased composite steel and
concrete (PEC) columns, aiming at the issues of poor ductility and out-of-plane stability …

The excellent mechanical properties of concrete-filled steel tube (CFST) make it a
competitive alternative to column-cap/foundation cap socket connections in accelerated …

The paper presents solution for a steel-concrete composite beam structure. The connectors
were executed from sections of a non-weldable top-hat profile 80× 85× 3 made of S235 …