[HTML][HTML] Review of self-centering rocking systems for earthquake-resistant building structures: State of the art

M Froozanfar, S Moradi, R Kianoush… - Journal of Building …, 2024 - Elsevier
Rocking structural systems have been proposed as a promising solution for designing
resilient building structures. These low-damage systems can prevent significant economic …

Seismic behavior of self-centering concrete-filled square steel tubular frame with slit steel plate shear walls

W Liang, X Wang, B Yang, C Xie, W Lu - Journal of Constructional Steel …, 2023 - Elsevier
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 …

Displacement profile for direct-displacement based seismic design of dual frame-wall resilient system

C Xie, X Wang, G Vasdravellis, W Liang - Journal of Constructional Steel …, 2024 - Elsevier
One significant challenge in the application of the direct displacement-based design (DDBD)
method to the resilient seismic resistant dual frame-wall lateral force-resisting system …

Steady-state dynamic response analysis of single-degree-of-freedom dual frame-wall resilient system

C Xie, X Wang, G Vasdravellis - Soil Dynamics and Earthquake …, 2023 - Elsevier
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 …

[PDF][PDF] Steady-state response of a high-strength moment-resisting steel frame-self-centering steel plate shear wall system

C Xie, X Wang, G Vasdravellis - 9th ECCOMAS Thematic …, 2023 - researchgate.net
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 …