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 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 study on the structural performance of
blind bolted endplate composite connections to concrete filled steel tubular (CFST) columns …

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 results of an experimental research study involving the testing of four bolted moment-
resisting connections under simulated seismic loading conditions are presented. Each test …

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 …

This paper investigated performance of circular concrete filled steel tubular (CFST) column
to steel beam joints with blind bolts. Four monotonic loading tests were conducted on the …

Experimental tests and numerical analyses were conducted to study the behavior of the
blind bolted end plate joint with concrete-filled square hollow section columns to steel beam …

Because of the difficulty of accessing the interior of structural hollow sections, emerging
technology using blind bolts has been recently developed for fabricating connections to …

This paper presents the results of experimental investigations and numerical analyses
carried out to investigate the performance of new blind bolted moment-resisting connections …