This paper aims to investigate seismic behavior and dynamic responses of semi-rigid
composite joints composed of steel-concrete composite beams and concrete-filled thin …

The aim of this research is to carry out pseudo-static tests and investigate the seismic
behaviour of the endplate composite joints of concrete-filled steel tubular (CFST) columns …

This paper presents the dynamic response and failure mechanism for the novel assembly of
blind-bolted concrete-filled steel tubular (CFST) composite frames with steel-bar truss deck …

The blind bolting technique, recognized as a novel solution to connect a beam to a closed
section column for unavailable installation from one side, has been gradually employed in …

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 …

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 …

During the life-cycle of a building, the structure might be subjected to multiple hazards such
as fire, earthquake and impact. Compared with the traditional structure design methods …

In recent years, steel or composite beam-column connections adopting blind fasteners have
drawn increasing praise due to the rapid development of assembled steel structures …

This paper presents an experimental study on seismic behavior of a composite structural
frame system consisting of concrete filled steel tube columns and steel beams with bolted …

With the purpose of investigating the seismic performance and failure mechanism of the
concrete filled double skin steel tubular (CFDST) column blind bolted to composite beam …