This paper investigates the seismic behaviour of extended end plate connections to circular
or square concrete-filled steel tubular (CFST) columns using blind bolts. Both the end plate …

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 …

An experimental programme to obtain the behaviour of blind bolted extended end plate
joints to circular or square concrete-filled steel tubular (CFST) columns under monotonic …

This paper presents the results of an experimental program for bolted moment connection
joints of circular or square concrete filled steel tubular (CFST) columns, and H-shaped steel …

An experimental program was carried out to investigate the seismic performance and
analytical modelling of blind bolted flush or extended end plate connections to circular …

This paper presents the results of an experimental study on the structural behavior of blind
bolted end plate connections between steel beams and concrete-filled thin-walled steel …

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 …

This paper presents the results of an experimental study on the structural performance of
blind bolted endplate composite connections to concrete filled steel tubular (CFST) columns …

The seismic behavior and failure mechanism of a novel type of composite joints are
presented in this paper. These composite joints are composed of composite steel-concrete …

An innovative end-plate connection is proposed by welding an H-shaped steel corbel to the
end-plate and the end-plate is connected to the special T-shape concrete-filled steel tubular …