Rotational performance of glulam bolted joints: Experimental investigation and analytical approach

Z Shu, Z Li, X Yu, J Zhang, M He - Construction and Building Materials, 2019 - Elsevier
Glulam bolted joints with slotted-in steel plates are commonly seen type of joints for post and
beam timber structures. This paper provides a systematic study on the rotational …

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 …

Analysis and test of stiffness of bolted connections in timber structures

XT Wang, EC Zhu, S Niu, HJ Wang - Construction and Building Materials, 2021 - Elsevier
The stiffness of bolted connections in timber structures is of particular importance in the
evaluation of the lateral performance, yet the method to calculate the stiffness of connections …

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 …

[HTML][HTML] Experimental characterisation of the moment-rotation behaviour of beam-beam connections using compressed wood connectors

S Mehra, C O'Ceallaigh, A Sotayo, Z Guan… - Engineering Structures, 2021 - Elsevier
The widespread use of energy-intensive metallic connectors and synthetic adhesives in
modern timber construction has negative implications for the end-of-life disposal or re-use of …

Numerical modelling of glulam frames with buckling restrained braces

W Dong, M Li, CL Lee, G MacRae - Engineering Structures, 2021 - Elsevier
This paper presents component-based numerical models to simulate the seismic behaviour
of a timber-steel hybrid structure consisting of glulam frames and buckling restrained braces …

Load-carrying capacity of double-shear bolted connections with slotted-in steel plates in squared and round timber based on the experimental testing, European yield …

P Dobes, A Lokaj, D Mikolasek - Materials, 2022 - mdpi.com
Nowadays, the use of timber as a building material is gaining more prominence. When
designing timber structures, it is necessary to pay increased attention to the design of their …

[HTML][HTML] Stiffness and slip in multi-dowel timber connections with slotted-in steel plates

TPS Reynolds, W Miranda, D Trabucco… - Engineering …, 2022 - Elsevier
Large multi-dowel connections can provide the strength and ductility required for large,
highly-loaded timber structures, but their slip under load is not well understood. This is an …

Seismic collapse performance of high-rise mass timber building with buckling-restrained braced frames

PS Badal, S Tesfamariam - Soil Dynamics and Earthquake Engineering, 2024 - Elsevier
The present paper proposes a hybrid building system with the buckling-restrained brace and
Glulam frames (BRBGF). For a highly seismic location of Vancouver, Canada, an 18-story …

Elastic stiffness of timber joints with dowel-type fasteners and slotted-in steel plate based on the theory of beam on elastic foundation

H Tao, H Yang, G Ju, B Shi - Construction and Building Materials, 2021 - Elsevier
Based on the theory of beam on elastic foundation (BOEF), the exact theoretical solutions for
determining the stiffness of single dowel/bolted timber connections with slotted-in steel plate …