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6 records – page 1 of 1.

Bending Stiffness Increasing of Existing Pitch Pine Beams by Means of LVL Reinforcement

https://research.thinkwood.com/en/permalink/catalogue1568
Year of Publication
2016
Topic
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Author
Azahara Soilán
Manuel Touza
Francisco Arriaga
Manuel Guaita
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Topic
Mechanical Properties
Keywords
Pine
Self-Tapping Screws
Reinforcement
Rigidity
Bending Strength
Four Point Bending Test
Modulus of Rupture
Modulus of Elasticity
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1675-1681
Abstract
Many buildings in Spain constructed with "pitch pine" beams are, nowadays, under rehabilitation processes. In some cases the decision on maintaining, or not, the existing timber structure is a key issue. The commercial name “pitch pine” comprises several species in the group of Southern Yellow Pines, being the “Longleaf pine”...
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Curved Cross Laminated Timber Elements

https://research.thinkwood.com/en/permalink/catalogue1545
Year of Publication
2016
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Georg Stecher
Roland Maderebner
Philipp Zingerle
Michael Flach
Anton Kraler
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Rolling Shear
Tensile Stress
Strength
Rigidity
Density
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1131-1138
Abstract
In timber construction, curved timber components have been used repeatedly. Yet the use of curved CLT elements is a relatively recent phenomenon. To obtain a European Technical Approval (ETA) for so-called radius timber (single curved CLT elements), Holzbau Unterrainer GmbH commissioned the accredited testing institution TVFA...
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On the Semi-Rigidity of Dovetail Joint for the Joinery of LVL Panels

https://research.thinkwood.com/en/permalink/catalogue669
Year of Publication
2015
Topic
Connections
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Author
Stéphane Roche
Christopher Robeller
Laurent Humbert
Yves Weinand
Publisher
Springer Berlin Heidelberg
Year of Publication
2015
Country of Publication
Germany
Format
Journal Article
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Topic
Connections
Keywords
Multiple Tab-and-Slot Joints
Box Beam
Mechanical Behaviour
Rigidity Modulus
Dovetail
Language
English
Research Status
Complete
Series
European Journal of Wood and Wood Products
ISSN
1436-736X
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Payment Required
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Pull-Out and Moment Resisting Test of Glued-in Rod Joint Using Toughness Metal Connector

https://research.thinkwood.com/en/permalink/catalogue1992
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Wood Building Systems

Ribbed-Plate Approach to Predict Static and Dynamic Responses of Timber Floor with Between-Joist Bracing

https://research.thinkwood.com/en/permalink/catalogue1737
Year of Publication
2016
Topic
Design and Systems
Serviceability
Acoustics and Vibration
Material
LVL (Laminated Veneer Lumber)
Application
Floors
Author
Aamir Khokhar
Ying-hei Chui
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Floors
Topic
Design and Systems
Serviceability
Acoustics and Vibration
Keywords
Flexural Rigidity
Static Deflection
Concentrated Loads
Natural Frequency
Analytical Model
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4827-4834
Abstract
Installing between-joist bracing can be an economical and effective means of mitigating excessive vibration levels in wood floors associated to human discomfort. Effectiveness of between-joist bracing depends upon its own rigidity that accounts for the location of bracing, geometric arrangement and connection stiffness of installed...
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Study on Control Wooden Joint Rigidity, Strength and Ductility with Combinations of Wooden Fibre Directions

https://research.thinkwood.com/en/permalink/catalogue1566
Year of Publication
2016
Topic
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Satoshi Onishi
Yasuteru Karube
Hideyuki Nasu
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Connections
Keywords
Bolts
Screws
Joint
Rigidity
Ductility
Wood Fibre Direction
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1597-1604
Abstract
Conventionally, energy absorption of joints in wooden structure has been obtained by yield deformation of steel parts. However, we have tried to control behaviour such as rigidity type or ductility type with combinations of wood fibre direction using screws in wooden structure for joint design. We defined the combination ratio of wood fiber...
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6 records – page 1 of 1.