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 …

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 …

In this study, blind-bolted joints were designed for use between steel beams and concrete-
filled double steel tubular (CFDST) columns to utilize the structural advantages offered by …

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 …

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 …

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 structural behaviour of the blind bolted connections to concrete-filled
steel tubular columns by a serial of experimental programs, which conducted involving eight …

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 …

Concrete encased CFST (CECFST) composite components have prominent advantages
over traditional CFST components such as better durability, high stiffness and strength, etc …