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24 records – page 1 of 3.

Analysis of the Fracture Behavior of Radiata Pine Timber and Laminated Veneer Lumber

https://research.thinkwood.com/en/permalink/catalogue438
Year of Publication
2014
Topic
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Solid-sawn Heavy Timber
Application
General Application
Author
Bettina Franke
Pierre Quenneville
Publisher
ScienceDirect
Year of Publication
2014
Country of Publication
Netherlands
Resource Type
Journal Article
Material
LVL (Laminated Veneer Lumber)
Solid-sawn Heavy Timber
Application
General Application
Topic
Mechanical Properties
Keywords
Failure Mechanisms
Fracture Mode
Pine
Language
English
Series
Engineering Fracture Mechanics
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Brittle Failures in Timber Beams Loaded Perpendicular to Grain by Connections

https://research.thinkwood.com/en/permalink/catalogue439
Year of Publication
2015
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Jørgen Jensen
Pierre Quenneville
Ulf Girhammar
Bo Källsner
Publisher
American Society of Civil Engineers
Year of Publication
2015
Country of Publication
United States
Resource Type
Journal Article
Material
Glulam (Glue-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Splitting
Canada
Europe
Fracture Mechanisms
Language
English
Series
Journal of Materials in Civil Engineering
Abstract
A state-of-the-art review of simple analytical fracture mechanics models for calculation of the splitting capacity of timber beams loaded perpendicular to the grain direction by connections is presented. It is shown that most of the already available mod...
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Connection Wood Brittle Failure in Cross-Laminated Timber (CLT)

https://research.thinkwood.com/en/permalink/catalogue1552
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Pouyan Zarnani
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Fasteners
Brittle Failure
Failure Modes
Stiffness-Based Design Approach
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 1233-1240
Abstract
The introduction of Cross-laminated Timber (CLT) as an engineered timber product has played a significant role in the considerable progress of timber construction in recent years. Extensive research has been conducted in Europe and more recently in Canada to evaluate the fastening capacity of different types of fasteners in...
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Development of Resilient Seismic Solutions for Timber Structures Using the Resilient Silp Friction Joint (RSFJ) Technology

https://research.thinkwood.com/en/permalink/catalogue2032
Year of Publication
2018
Topic
Seismic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Application
Walls

Ductile Cross Laminated Timber (CLT) Platform Structures with Passive Damping

https://research.thinkwood.com/en/permalink/catalogue1728
Year of Publication
2016
Topic
Seismic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Ashkan Hashemi
Wei Yuen Loo
Reza Masoudnia
Pouyan Zarnani
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Mechanical Properties
Keywords
Low-Rise
Numerical Model
Reverse Cyclic Loading
Quasi-Static
Simulation
Strength
Slip
Platform Buildings
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 4730-4737
Abstract
Multi-storey platform cross laminated timber (CLT) structures are becoming progressively desirable for engineers and owners. This is because they offer many significant advantages such as speed of fabrication, ease of construction, and excellent strength to weight ratio. With platform construction, stories are fixed together in a way that...
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Ductility and Overstrength of Dowelled LVL and CLT Connections Under Cyclic Loading

https://research.thinkwood.com/en/permalink/catalogue1504
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Lisa-Mareike Ottenhaus
Minghao Li
Tobias Smith
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Ductility
Overstrength
Cyclic Loading
Monotonic Loading
Dowels
Ductile Failure
Brittle Failure
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 325-333
Abstract
This paper presents an experimental study on ductility and overstrength of dowelled connections. Connection ductility and overstrength derived from monotonic testing are often used in timber connection design in the context of seismic loading, based on the assumption that these properties are similar under monotonic and cyclic loading...
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Dynamic Evaluation of Hybrid Timber-Steel Moment-Frame Structure Using Resilient Slip Friction Connections

https://research.thinkwood.com/en/permalink/catalogue1756
Year of Publication
2016
Topic
Connections
Seismic
Mechanical Properties
Material
Steel-Timber Composite
Application
Frames
Author
Armin Valadbeigi
Pouyan Zarnani
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
Steel-Timber Composite
Application
Frames
Topic
Connections
Seismic
Mechanical Properties
Keywords
Resilient Slip Friction Joint
Damping
Base Shear
Displacement
Acceleration
Self-Centering
Moment-Resisting
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 5031-5040
Abstract
This study introduces a new resilient slip friction joint for framed hybrid structures. The proposed connection has a self-centring behaviour in addition to damping characteristic. This innovative Resilient Slip Friction (RSF) joint is replaced with the conventional beam to column connections. The RSF joint provides energy dissipation...
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Evaluation of Effective Flange Width in the CLT Composite T-Beams

https://research.thinkwood.com/en/permalink/catalogue1715
Year of Publication
2016
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Beams
Author
Reza Masoudnia
Ashkan Hashemi
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Beams
Topic
Mechanical Properties
Keywords
T-Beams
Finite Element Model
Effective Flange Width
Shear Lag
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 4539-4546
Abstract
This paper deals with the behaviour of CLT composite T-beams composed of a Cross Laminated Timber (CLT) acting as panel attached to a Glulam (GL) girder. The paper investigates the effect of the configuration of the CLT panel and GL beam on the effective flange width of the CLT composite T-beams. When the CLT composite T-beams are...
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Experimental Testing of Rocking Cross-Laminated Timber Walls with Resilient Slip Friction Joints

https://research.thinkwood.com/en/permalink/catalogue1237
Year of Publication
2018
Topic
Seismic
Connections
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Ashkan Hashemi
Pouyan Zarnani
Reza Masoudnia
Pierre Quenneville
Publisher
American Society of Civil Engineers
Year of Publication
2018
Country of Publication
United States
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Seismic
Connections
Keywords
Resilient Slip Friction Joint
Energy Dissipation
Self-Centering
Rocking Walls
Language
English
Series
Journal of Structural Engineering
Abstract
Allowing a wall to rock and uplift during a seismic event can cap the forces and minimize the postevent residual damage. Slip friction connections comprised of flat steel plates sliding over each other have been experimentally tested as the hold-down connectors in timber shear walls and performed well in terms of the hysteretic behavior and the energy dissipation rate...
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Failure Modes in CLT Connections

https://research.thinkwood.com/en/permalink/catalogue495
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Mohammad Mohammad
Pierre Quenneville
Alexander Salenikovich
Pouyan Zarnani
Williams Munoz
Year of Publication
2014
Country of Publication
Canada
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Failure Modes
Brittle Behaviour
Canada
New Zealand
Dowels
Bolts
Rivets
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
Information on ductile and brittle failure modes is critical for proper design of timber connections in Crosslaminated Timber (CLT). While considerable research has been conducted in Europe and Canada on the ductile performance of connections in CLT, lit...
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24 records – page 1 of 3.