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 …

Seismic resilient shear wall structures: A state-of-the-art review

G Xu, T Guo, AQ Li - Science China Technological Sciences, 2023 - Springer
The ductile design principle has been widely adopted in seismic design of structures, so the
main structural components are designed to have the dual functions of bearing and energy …

Comparative cradle-to-grave life cycle assessment of low and mid-rise mass timber buildings with equivalent structural steel alternatives

K Allan, AR Phillips - Sustainability, 2021 - mdpi.com
The objective of this paper was to quantify and compare the environmental impacts
associated with alternative designs of typical North American low and mid-rise buildings …

Reliability-based seismic assessment of controlled rocking steel cores

N Rahgozar, M Pouraminian, N Rahgozar - Journal of Building …, 2021 - Elsevier
Controlled-rocking steel cores (CRSCs) effectively prevent earthquake-induced residual
damage while may suffer large lateral displacements. This paper gives a particular …

[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 …

Reliability-based overstrength factors of cross-laminated timber shear walls for seismic design

A Aloisio, M Fragiacomo - Engineering Structures, 2021 - Elsevier
The ductile collapse mechanisms of structures should be less resistant than the brittle
mechanisms to ensure a ductile seismic response: in this way, the ductile mechanisms …

Cyclic testing and modeling of CLT rocking walls with modular base connections and LSL wall toes

R Jerves, AR Phillips - Engineering Structures, 2024 - Elsevier
In this study, pseudo-static cyclic tests were conducted on six self-centering cross-laminated
timber (SC-CLT) walls with modular base connections. Two of the walls also had reinforced …

Multicriteria decision analysis of steel and mass timber prototype buildings in the Pacific Northwest

F Ahmad, K Allan, AR Phillips - Journal of Architectural Engineering, 2023 - ascelibrary.org
This study used multicriteria decision analysis to quantitatively compare two prototype
buildings, both designed using equivalent mass timber and steel structural systems across …

Experimental and numerical study on seismic performance of CLB rocking wall with bending-friction coupled dampers

Y Lu, Q Lv, Y Liu - Journal of Building Engineering, 2022 - Elsevier
As a sustainable constructional material, the cross-laminated bamboo (CLB) has high
strength and close mechanical properties in the two directions and is suitable for the …

Behaviour of self-centring shear walls—A state of the art review

M Javadi, R Hassanli, MM Rahman… - Frontiers of Structural and …, 2023 - Springer
The application of unbonded post-tensioning (PT) in structural walls has led to the
development of advanced self-centring (rocking) shear wall systems that has significant …