Self-centering seismic-resistant structures: Historical overview and state-of-the-art

C Zhong, C Christopoulos - Earthquake Spectra, 2022 - journals.sagepub.com
This state-of-the-art review provides an overview of the evolution of self-centering structures
from early historical structures that inherently exhibited a recentering response to modern …

State of the art and practice of seismic-resistant hybrid timber structures

P Quintana Gallo, DM Carradine, R Bazaez - European Journal of Wood …, 2021 - Springer
Interest in using timber for construction of multi-storey structures in seismic regions has been
gaining significant momentum worldwide in recent years. As it is not common to use timber …

Self-centering mass timber structures: A review on recent research progress

F Chen, M Li, Z Li - Engineering Structures, 2024 - Elsevier
In the last two decades, mass timber structures have gained popularity in mid-rise or tall
building applications worldwide. For timber buildings in seismic regions, it is critical to …

Development of superelastic SMA angles as seismic-resistant self-centering devices

B Wang, S Zhu, K Chen, J Huang - Engineering Structures, 2020 - Elsevier
Given their inherent unique superelasticity, the use of shape memory alloys (SMAs) to build
seismic-resistant self-centering devices has presented attractive prospects in the field of …

[PDF][PDF] Experimental estimation of energy dissipated by multistorey post-tensioned timber framed buildings with anti-seismic dissipative devices

FC Ponzo, DC Antonio, L Nicla, D Nigro - Sustain. Struct, 2021 - sustain-dpl.com
The need to satisfy high seismic performance of structures and to comply with the latest
worldwide policies of environmental sustainability is leading engineers and researchers to …

Seismic behavior of self-centering reinforced concrete wall enabled by superelastic shape memory alloy bars

B Wang, S Zhu - Bulletin of Earthquake Engineering, 2018 - Springer
Reinforced concrete (RC) wall is a common type of structural component used in high-rise
buildings to resist lateral loads induced by earthquakes. RC walls are typically designed and …

Pres-lam buildings: state-of-the-art

G Granello, A Palermo, S Pampanin, S Pei… - Journal of Structural …, 2020 - ascelibrary.org
Abstract Post-tensioned timber (Pres-Lam) buildings have been constructed throughout the
world, beginning in 2010. The technology, which originated from low-damage concrete …

Experimental testing of a low-damage post-tensioned C-shaped CLT core-wall

JR Brown, M Li, A Palermo, S Pampanin… - Journal of Structural …, 2021 - ascelibrary.org
The development of strong and stiff lateral load-resisting systems (LLRS) is essential for mid-
rise and high-rise timber buildings. On the other hand, within a seismic design philosophy …

Experimental testing and analytical modelling of single and double post-tensioned CLT shear walls

JR Brown, M Li, A Palermo, S Pampanin, F Sarti… - Engineering …, 2022 - Elsevier
Post-tensioned (PT) timber technology-also called Pres-Lam technology-can provide
increased strength/stiffness for mass timber seismic load resisting systems while also …

Seismic performance of self-centering glulam frame with friction damper

Y Ding, Z Zhou, L Huang, Y Si - Engineering Structures, 2021 - Elsevier
The self-centering structure has good recentering capacity and seismic performance, and its
application in timber structures can significantly reduce the residual displacement of the …