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3 records – page 1 of 1.

End Distance of Single-Shear Screw Connection in Cross Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue2019
Year of Publication
2017
Topic
Connections
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Oh, Jung-Kwon
Kim, Kwang-Mo
Lee, Jun-Jae
Lee, Hyeon-Jeong
Lee, Sang-Joon
Hong, Jung-Pyo
Kim, Gwang-Chul
Publisher
KoreaScience
Year of Publication
2017
Country of Publication
South Korea
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Keywords
End Distance
Screws
Language
English
Research Status
Complete
Series
Journal of the Korean Wood Science and Technology
ISSN
2233-7180
Online Access
Free
Resource Link
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Prediction of Shear Performance on Cross Laminated Timber Wall with Wall to Wall Connections

https://research.thinkwood.com/en/permalink/catalogue1781
Year of Publication
2016
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Author
Oh, Jung-Kwon
Hong, Jung-Pyo
Kim, Chul-Ki
Pang, Sung-Jun
Lee, Hyeon-Jeong
Jang, Sung-Il
Park, Moon-Jae
Lee, Jun-Jae
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Topic
Mechanical Properties
Keywords
Shear Performance
Failure Mode
Displacement
Peak Load
Model
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 5503-5510
Summary
A cross-laminated timber (CLT) wall plays a role of resisting shear stress induced by lateral forces as well as resisting vertical load. Due to the press size, CLT panels have a limitation in its size. To minimize the initial investment, some glulam manufactures wanted to make a shear wall element with small-size CLT panels and panel-to-panel...
Online Access
Free
Resource Link
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Prediction of the Bending Strength of Glued Laminated Timber Based on the Localized Knot Area Ratio and MOE in Laminations

https://research.thinkwood.com/en/permalink/catalogue1623
Year of Publication
2016
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Author
Pang, Sung-Jun
Oh, Jung-Kwon
Hong, Jung-Pyo
Lee, Sang-Joon
Park, Moon-Jae
Jang, Sung-Il
Lee, Hyeon-Jeong
Lee, Jun-Jae
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Topic
Mechanical Properties
Keywords
Bending Strength
Tensile Strength
Modulus of Elasticity
Knots
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 2565-2572
Summary
The aim of this study was to develop a stochastic glued laminated timber (glulam) beam model for predicting glulam bending strength distribution. The developed glulam beam model requires the localized modulus of elasticity (MOE) and lamination tensile strength as input properties. The tensile strength was calculated using a material...
Online Access
Free
Resource Link
Less detail