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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
Jung-Kwon Oh
Jung-Pyo Hong
Chul-Ki Kim
Sung-Jun Pang
Hyeon-Jeong Lee
Sung-Il Jang
Moon-Jae Park
Jun-Jae Lee
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
Abstract
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
Sung-Jun Pang
Jung-Kwon Oh
Jung-Pyo Hong
Sang-Joon Lee
Moon-Jae Park
Sung-Il Jang
Hyeon-Jeong Lee
Jun-Jae Lee
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
Abstract
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
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