Classification and unified phenomenological modeling of complex uniaxial rate-independent hysteretic responses

N Vaiana, L Rosati - Mechanical Systems and Signal Processing, 2023 - Elsevier
The number and nature of hysteretic responses typically exhibited by mechanical systems
and materials are so huge that their modeling and identification are usually carried out on an …

Application of artificial intelligence technique in optimization and prediction of the stability of the walls against wind loads in building design

D Hu, H Sun, P Mehrabi, YA Ali… - Mechanics of Advanced …, 2024 - Taylor & Francis
The present study is done to perform the optimal design of the structural components of the
buildings against the unwanted wind load exerted on their outer face. To this end, the case …

[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 …

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 …

[HTML][HTML] Analytical and differential reformulations of the Vaiana–Rosati model for complex rate-independent mechanical hysteresis phenomena

N Vaiana, L Rosati - Mechanical Systems and Signal Processing, 2023 - Elsevier
A recent analytical model of hysteresis, developed by the authors to simulate a great variety
of complex uniaxial rate-independent mechanical hysteresis phenomena, is reformulated in …

Probabilistic assessment of a light-timber frame shear wall with variable pinching under repeated earthquakes

A Aloisio, A Contento, R Alaggio… - Journal of Structural …, 2022 - ascelibrary.org
Pinching characterizes the hysteretic response of several structural systems. It is associated
with a reduced dissipated hysteretic energy under cyclic loading and can significantly affect …

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 …

Direct displacement-based seismic design of glulam frames with buckling restrained braces

W Dong, M Li, T Sullivan, G MacRae… - Journal of Earthquake …, 2023 - Taylor & Francis
This paper presents a direct displacement-based design (DDBD) approach for the buckling
restrained braces (BRBs) braced glue-laminated timber (glulam) frame (BRBGF) structures …

Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces

F Chen, Z Li, M Li, Z Shu - Engineering Structures, 2023 - Elsevier
The weak properties of wood in perpendicular-to-grain direction have imposed significant
design challenges for post-tensioned (PT) timber frame structures. To resolve the …

[HTML][HTML] The role of the hold-down in the capacity model of LTF and CLT shear walls based on the experimental lateral response

A Aloisio, F Boggian, R Tomasi… - Construction and Building …, 2021 - Elsevier
Abstract Cross Laminated Timber (CLT) and Light Timber Frame (LTF) shear walls are
widespread constructive technologies in timber engineering. Despite the intrinsic …