Aiming at life-cycle condition monitoring of high-strength bolt connections, a physics-guided
deep learning framework integrating supervised and unsupervised learning was developed …

To improve the strength and ductility of the core walls in high-rise buildings which would be
subjected to combined high axial compressive force and bending moment during the …

This study proposed a new-type on-site all-bolted connection that connects a truss to a
column and connects a column to a column in modularized prefabricated multi-story and …

This paper aims to investigate the seismic and post-seismic behaviour of a new and
innovative type of through-beam connection between a concrete-filled steel tubular (CFST) …

In this study, two types of prefabricated steel structures with a new type of semi-rigid
connection were investigated, and the effects of prestressed cable and wall panel were …

This paper proposes a new type of bolted assembly joint for connecting an H-shaped steel
beam to a square HSS column and connecting HSS columns between each other in a …

This paper investigates the seismic behaviour of a new type of through-beam connection
between a square concrete-filled steel tubular (CFST) column and a reinforced concrete …

An innovative double-skin composite wall (DSCW) with L-shaped connectors which can be
quickly assembled and simply constructed was proposed. Taking the boundary column …

The work presented is part of a research program conducted to study the response of built-
up T-stubs under cyclic loading. The goal of this research is to demonstrate that the failure …

The behavior of built-up T-stubs subjected to tensile loading through the stem is studied
through numerical and experimental models. The aim of the research is the determination of …