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 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 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 …

Develo** demountable structures that enable the replacement of damaged components
and the reuse of intact parts in their extended service-life is an effective approach to …

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 …

This paper evaluates the yield and ultimate strengths of a blind bolted endplate to square
tubular column connection in joint tensile region. It outlines a research work of eleven …

In terms of the needs of practical engineering, this thesis puts forward two kinds of new type
of assembled joints, ie double-through plate joints and adapter-bracket joints, which connect …

The structural performance and reliability of a new blind-bolting technique is investigated in
this study. The new blind-bolt is termed Extended Hollobolt (EHB) and is a modification of …

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 behaviour of the blind-bolt Hollobolt when used in moment-
resisting connections. This is done through an investigation into its effects on the initial …