Abstract Development of blind bolting systems offers an alternative solution of jointing steel
beams to concrete-filled steel tubular (CFST) columns that only allow one-side access. This …

This article provides an in-depth review on the understanding of load transfer mechanism in
concrete-filled steel tubular (CFST) columns, with emphasis on tube-concrete interface …

This paper presents an experimental investigation on the seismic behavior of a novel steel-
concrete composite beam-to-column connections reinforced by outer-annular-stiffener. This …

Using steel and concrete together utilizes the beneficial material properties of both
elements. Concrete filled steel tubes represent a good example of a concrete-steel …

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 studies the performance of blind bolted connections to concrete-filled stainless
steel tubular columns. An experimental investigation was conducted on seven full-scale …

The design of engineering structures for deconstructability can reduce the energy and cost
required for their demolition and for the disposal of their construction waste, and it also …

With structural and economic benefits, concrete filled steel tubular (CFST) columns have
been widely used in multistorey buildings in which the beam-to-column joints play an …

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 …

Moment resisting connections to hollow sections tend to utilise welding and reinforcements
to achieve the stiffness required to resist moment. Blind-bolted connections to hollow …