This state-of-the-art review provides an overview of the evolution of seismic design
requirements for main steel building seismic force–resisting systems, as driven by new …

A pre-pressed spring self-centering energy dissipation (PS-SCED) bracing system has
significant energy dissipation and re-centering abilities, although many welds result in a …

In this study, a new type of self-centring beam-to-column connection is proposed, which is
free from frame expansion and therefore causes minimal damage to the slab system. The …

In the self-centering steel plate shear wall (SC-SPSW) system, thin steel web plates provide
the primary lateral strength and energy dissipation, while post-tensioned connections in the …

This paper presents a low-damage solution for self-centering steel and composite beam-to-
column connections, with the issue of beam-growth being particularly addressed by …

The self-centering steel plate shear walls with slits (SC-SPSWS) is a new seismic load-
resisting system that combines the good ductility, energy dissipation capacity of the steel …

This paper presents the experimental investigation of the hysteretic behavior of a self-
centering prestressed concrete (SCPC) beam-to-column connection under cyclic loading …

A new type of steel plate shear wall with self-centering energy dissipation braces (SPSW-
SCEDB) was developed. Validation tests of the wall plate and the pre-pressed spring self …

This study proposes a self-centering semicircular corrugated steel plate shear wall (SC-
CSPSW) based on the conventional semicircular corrugated steel plate shear wall (CSPSW) …

The rocking mechanism of self-centring connections can lead to frame expansion, which can
cause significant deformation demands on structural members, incompatible displacements …