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 …

Design and cyclic experiments of a mass timber frame with a timber buckling restrained brace

E Williamson, CP Pantelides, HE Blomgren… - Journal of Structural …, 2023 - ascelibrary.org
Mass timber buildings are increasing in popularity as the building industry aims to use more
sustainable construction materials. A lateral force resisting system with a mass timber frame …

Seismic retrofit of low-rise structures using rotational viscoelastic dampers

MM Javidan, JD Assefa, J Kim - Structures, 2023 - Elsevier
In this research, the efficiency of a rotational viscoelastic seismic energy dissipation device
is evaluated in a theoretical framework. Unlike conventional dampers which block the bays …

Mechanical performance of timber-concrete bolted connections under cyclic loading

J Cao, H Xiong, J Chen - Structures, 2021 - Elsevier
Timber-concrete composite (TCC) connections are crucial elements for transferring loads
and dissipating energy for a timber-concrete hybrid system under seismic load. This work …

[PDF][PDF] Seismic performance of bolted glulam timber brace connections with internal steel plates

Z Baird, J Woods, C Viau… - Proc., 2023 World …, 2023 - qspace.library.queensu.ca
Mass timber braced frame systems achieve their ductility through the brace connections.
Canadian design standards currently lack guidance on how to detail bolted brace …

Risk‐based optimization of concentrically braced tall timber buildings: Derivative free optimization algorithm

R Laguardia, P Franchin… - … Engineering & Structural …, 2024 - Wiley Online Library
Mass timber materials are attractive alternatives for tall‐timber buildings (TBs), where the
need for sustainability is apparent. Innovative structural systems and design methodologies …

[HTML][HTML] Design and testing of a self-centering friction damper-brace for compression ultimate limit state: Inelastic buckling

SMM Yousef-beik, S Veismoradi, P Zarnani… - Structures, 2024 - Elsevier
This paper investigates the design procedures and experimental testing of a low-damage
brace equipped self-centering friction-based connection named Resilient Slip friction Joint …

Nonlinear Models of Multistory Timber Frames with Timber Buckling-Restrained Braces

E Williamson, CP Pantelides, HE Blomgren… - Journal of Structural …, 2024 - ascelibrary.org
The building industry requires the development of a ductile lateral force resisting system
made of mass timber to help mass timber to continue to grow in popularity as the primary …

Seismic retrofit of structures using steel frames with viscoelastic hinges

MM Javidan, RN Ahmad, S Park, J Kim - Structures, 2024 - Elsevier
In this paper a new seismic retrofit system composed of a steel frame with viscoelastic
hinges is proposed and its applicability and efficiency are evaluated in a theoretical …

Effect of second-order actions on the performance of resilient slip friction joints: Analytical and experimental investigation

SMM Yousef-beik, S Veismoradi, P Zarnani… - Structures, 2021 - Elsevier
Abstract The Resilient Slip Friction Joint (RSFJ) is a relatively new friction damper
developed and introduced in New Zealand. It is used in structures to dissipate the …