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10 records – page 1 of 1.

Analytical Model to Evaluate the Equivalent Viscous Damping of Timber Structures with Dowel-Type Fastener Connections

https://research.thinkwood.com/en/permalink/catalogue1893
Year of Publication
2012
Topic
Connections
Material
Timber (unspecified)
Application
Frames

Axially Loaded Threaded Rods in Cross-Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue1135
Year of Publication
2012
Topic
Connections
Material
CLT (Cross-Laminated Timber)
Application
Frames
Author
Markus Enders-Comberg
Year of Publication
2012
Country of Publication
Germany
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Frames
Topic
Connections
Keywords
Rods
Pull-Out Tests
Language
German
Conference
Internationales Holzbau-Forum
Research Status
Complete
Notes
December 6-7, 2012, Garmisch-Partenkirchen, Germany
Online Access
Free
Resource Link
Less detail

Development of a Heavy Timber Moment-Resisting Frame with Ductile Steel Links

https://research.thinkwood.com/en/permalink/catalogue1657
Year of Publication
2016
Topic
Connections
Mechanical Properties
Seismic
Material
Solid-sawn Heavy Timber
Application
Frames
Author
Ryan Gohlich
Jeffrey Erochko
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Solid-sawn Heavy Timber
Application
Frames
Topic
Connections
Mechanical Properties
Seismic
Keywords
Mid-Rise
Self-Tapping Screws
Moment-Resisting
Strength
Stiffness
Ductility
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 3571-3580
Abstract
To improve the seismic performance of mid-rise heavy timber moment-resisting frames, a hybrid timber-steel moment-resisting connection was developed that incorporates specially detailed replaceable steel yielding link elements fastened to timber beams and columns using self-tapping screws (STS). Performance of the connection was...
Online Access
Free
Resource Link
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Development of Assembling Large Cross-Section Timber Joint System by High Ductility Wood Frame Structure

https://research.thinkwood.com/en/permalink/catalogue1565
Year of Publication
2016
Topic
Connections
Seismic
Material
LVL (Laminated Veneer Lumber)
Application
Frames
Author
Shinya Matsumoto
Hajime Okamoto
Mitsuhiro Takemoto
Masanori Sato
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Frames
Topic
Connections
Seismic
Keywords
Joints
Fiber Reinforced Plastics
Ductility
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1580-1587
Abstract
We propose the high productivity timber joint system based on combining the medium-sized wood lumber as assembly large cross-section member. In general, the wood frame structures are required high ductility performance. In this study, the surfaces of the member joints are covered with fiber reinforced plastics (FRP) to...
Online Access
Free
Resource Link
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Direct Displacement-Based Seismic Design of Timber Structures with Dowel-Type Fastener Connections

https://research.thinkwood.com/en/permalink/catalogue1899
Year of Publication
2012
Topic
Seismic
Connections
Material
Timber (unspecified)
Application
Frames
Walls
Wood Building Systems
Author
Cristiano Loss
Maurizio Piazza
Daniele Zonta
Publisher
Sociedade Portuguesa de Engenharia Sismica (SPES)
Year of Publication
2012
Country of Publication
Portugal
Format
Conference Paper
Material
Timber (unspecified)
Application
Frames
Walls
Wood Building Systems
Topic
Seismic
Connections
Keywords
Direct Displacement-Based Design
Equivalent Viscous Damping
Dowel Type Fastener
Language
English
Conference
15WCEE
Research Status
Complete
Notes
September 24-28, 2012, Lisbon, Portugal
ISBN
978-1-63439-651-6
Online Access
Free
Resource Link
Less detail

Dynamic Behaviour of Dowel-Type Connections Under In-Service Vibration

https://research.thinkwood.com/en/permalink/catalogue884
Year of Publication
2013
Topic
Connections
Serviceability
Acoustics and Vibration
Material
Solid-sawn Heavy Timber
Application
Frames
Beams

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
Format
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
World Conference on Timber Engineering
Research Status
Complete
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...
Online Access
Free
Resource Link
Less detail

Experimental Testing of Steel-Wood-Steel Glulam Frame Bolted Connections

https://research.thinkwood.com/en/permalink/catalogue1757
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Author
Sam Salem
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Topic
Connections
Mechanical Properties
Keywords
Strength
Stiffness
Static Bending
Bolts
Moment Capacity
Beam-to-Column
Failure Modes
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 5041-5048
Abstract
The performance of structural members made of engineered-wood products such as glue-laminated timber (Glulam) is greatly influenced by the capacity of their connections. Outcomes of an experimental study undertaken to evaluate the strength and stiffness of steel-wood-steel glulam frame connections are analysed and presented in this paper...
Online Access
Free
Resource Link
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Experimental Testing of Wood-Steel-Wood Moment-Resisting Bolted Connections

https://research.thinkwood.com/en/permalink/catalogue1735
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Author
Sam Salem
Adam Petrycki
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Topic
Connections
Mechanical Properties
Keywords
Moment-Resisting
Bending
T-Stub
Moment Capacity
Bolts
Brittle
Failure Modes
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4793-4800
Abstract
The outcomes of an experimental study aimed to investigate the structural behaviour of wood-steel-wood glulam frame moment-resisting connections that were subjected to static bending are presented in this paper. Each frame test assembly was consisted of two glulam beams simply supported at their far ends and were connected to an inversely-loaded...
Online Access
Free
Resource Link
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Glued Laminated Timber Space Truss Systems

https://research.thinkwood.com/en/permalink/catalogue244
Year of Publication
2012
Topic
Design and Systems
Connections
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Author
Nicola Moggio
Organization
Lund University
Year of Publication
2012
Country of Publication
Sweden
Format
Thesis
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Topic
Design and Systems
Connections
Keywords
Space Frames
Language
English
Research Status
Complete
Online Access
Free
Resource Link
Less detail

10 records – page 1 of 1.