Concrete-filled double skin steel tubular columns with large hollow ratios (LHR-CFDST), as
quintessential elements within offshore wind turbine structures, have received significant …

Four T-head Square-neck One-side Bolts (TSOBs) bolted I-beam to Hollow Section Square
Column (HSSC) connections with H-steel stiffener were tested under cyclic load, where the …

This research proposes a connection utilising a new blind bolt called TubeBolt to connect I-
beams to concrete-filled tubular (CFT) columns. The aim of this study is to resolve the …

An innovative joint detail with internal T-shaped diaphragms for concrete-filled steel tubular
(CFST) columns to U-shaped steel-concrete composite (USCC) beams is proposed in this …

With the escalating height of wind turbine structures, wind turbine steel-concrete hybrid
towers have gradually become a new type of structure to replace pure steel towers. As a …

This work presents a review of the current state-of-the-art in composite joints, which are
commonly considered one of the most promising techniques emerging in the past few …

Experimental and numerical studies on flexural behaviour of rectangular double-opening
concrete filled sandwich steel tube (DCFSST) beams were performed in this study. Six …

An innovative beam-column π-shaped joint, which was suitable for the low-rise
prefabricated lightweight steel composite structure, was proposed in this paper. Firstly, with …

A novel assembled joint between the concrete-filled double-skin steel tubular (CFDST)
column and steel beams is developed in this paper. The joint is connected by extended …

Novel steel–concrete composite structures have drawn increasingly attention in recent years
especially in high-rise buildings owing to its superior structural performance over …