An innovative performance-recoverable self-centering column base with replaceable
stiffener angle steels was proposed to achieve the restoration of structural functionality after …

An innovative performance-recoverable beam-column connection was proposed to achieve
the restoration of structural functionality after earthquakes, which had recently emerged as …

Traditional steel beam-column connections and column bases often experience yield or
buckling, which makes repair difficult. The recent development of resilient seismic structures …

A self-centering concrete-filled square steel tubular frame with slit steel plate shear walls
(SC-SSPSW) adopting post-tensioned (PT) column base was proposed in this study. The slit …

Conventional CFST column-to-steel beam connection has excellent collapse-resist capacity,
good plastic deformation, and high energy dissipation. However, it makes reconstruction …

The concept of structural recoverability has become a vital performance objective in
structural seismic design. A novel performance-recoverable beam-column connection …

A mixed dual frame-wall resilient system, composed of a high-strength moment-resisting
steel frame (HS-MRF) and self-centering steel plate shear walls (SC-SPSWs), was proposed …

The seismic behavior of the traditional top and seat angle beam-column connection was
experimentally evaluated using a half-scaled prefabricated exterior beam-column …

A resilient dual frame-wall lateral force-resisting system, designed to mitigate frame-
expansion challenges in self-centering structures, has been introduced. One notable …

A resilient system comprised of a high-strength moment-resisting steel frame (HSMRF) and
self-centering steel plate shear walls (SC-SPSWs) has been proposed to address the issue …