[HTML][HTML] Designing timber connections for ductility–A review and discussion

LM Ottenhaus, R Jockwer, D van Drimmelen… - … and Building Materials, 2021 - Elsevier
This paper discusses the design principles of timber connections for ductility with focus on
laterally-loaded dowel-type fasteners. Timber connections are critical components of 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 …

Experimental study on orthogonal joints in cross-laminated timber with self-tapping screws installed with mixed angles

JR Brown, M Li, T Tannert, D Moroder - Engineering Structures, 2021 - Elsevier
Cross-laminated timber (CLT) is increasingly being used in lateral load resisting systems of
multi-storey buildings. Conventional in-plane CLT shear walls can be transformed into CLT …

Contemporary and novel hold-down solutions for mass timber shear walls

T Tannert, C Loss - Buildings, 2022 - mdpi.com
'Mass timber'engineered wood products in general, and cross-laminated timber in particular,
are gaining popularity in residential, non-residential, as well as mid-and high-rise structural …

Experimental testing of full-scale glulam frames with buckling restrained braces

W Dong, M Li, CL Lee, G MacRae, A Abu - Engineering Structures, 2020 - Elsevier
This experimental study investigates cyclic performance of a timber-steel hybrid structural
system consisting of glulam frames and buckling restrained braces (BRBs). The BRBs are …

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 …

Ductility and overstrength of nailed CLT hold-down connections

W Dong, M Li, LM Ottenhaus, H Lim - Engineering Structures, 2020 - Elsevier
The structural performance of nailed hold-down connection systems used for cross-
laminated timber (CLT) shear walls under monotonic and cyclic loading was experimentally …

Structural performance of dowelled cross-laminated timber hold-down connections with increased row spacing and end distance

JR Brown, M Li - Construction and Building Materials, 2021 - Elsevier
This paper presents an experimental study to assess the structural performance of dowelled
cross-laminated timber (CLT) hold-down connections that are critical components for a CLT …

Influence of mixed-angle screw installations in CLT on the cyclic performance of commercial hold-down connections

K Krauss, M Li, F Lam - Construction and Building Materials, 2023 - Elsevier
Mass timber products such as cross-laminated timber (CLT) are continuously gaining
popularity in the construction industry due to their low carbon footprint, high strength-to …

Cyclic behavior of bracket connections for cross-laminated timber (CLT): Assessment and comparison of experimental and numerical models studies

Y Shen, J Schneider, S Tesfamariam… - Journal of Building …, 2021 - Elsevier
This paper reports the comprehensive test and numerical models assessments for uniaxial
cyclic behaviors of standard bracket connections for cross-laminated timber (CLT). Five …