Composite action between a steel frame and an overlying slab plays an important role in the
structure design of a beam-column joint in a steel or composite framed structure. This …

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 …

This paper proposes a refined Finite-Element (FE) numerical approach to predict both global
and local behaviour of steel-concrete composite welded joints subjected to seismic loads …

Concrete-encased concrete filled steel tube (CFST) columns have been applied in some
real structures in recent years, where they were connected with reinforced concrete (RC) …

The experimental results of partial shear connection composite beams subjected to hogging
bending have been previously reported. An extension to this work which considers the …

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 aims to investigate the performance of beam–column flush end-plate
connections when using blind bolts. The paper studies the strength on medium rise …

As an important part of the steel frame structure, the bolted-welded hybrid connection joint
has a significant impact on the overall behavior of the structure and the prevention of …

This paper aims to develop a detailed three-dimensional finite element model to study the
behaviour of blind bolted endplate composite joints that connect composite beams to a …

To investigate seismic behavior and failure modes of blind bolted concrete-filled steel
tubular (CFST) frames with semi-rigid connections, an experimental study on two specimens …