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 …

Totally four T-head square-neck one-side bolted connections (TSOBCs) for H-beam to
hollow section steel column (HSSC) and a standard double-sides bolted connection (SDBC) …

Adequate initial bolt preload is necessary to ensure the strength and stiffness of bolted
connections. In this study, an experimental torque control method was used to determine the …

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 paper presents an experimental programme of single anchored blind-bolted concrete
filled square steel tube connections under tension to understand the joint behaviour, with …

The development of robust prediction tools based on machine learning (ML) techniques
requires the availability of complete, consistent, accurate, and numerous datasets. The …

In this review paper, first of all, an analysis of the circular economy and its application to
steel structures is carried out. It highlights the need to apply the philosophy of Design for …

Joints are critical members that play an important role in controlling the disproportionate
collapse process of structures under extreme loading conditions. In Eurocode 3 Part 1–8 …

The purpose of this study is to experimentally investigate the mechanical behaviour of the
innovative steel column-beam connection involving transverse reverse channels in …