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11 records – page 1 of 2.

An Experimental Study on Buckling Strength with Laminated Veneer Lumber of Three Wood Species

https://research.thinkwood.com/en/permalink/catalogue1575
Year of Publication
2016
Topic
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Kambe, Wataru
Nakamura, Madoka
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Mechanical Properties
Keywords
Japanese Larch
Japanese Cypress
Japanese Cedar
Compression Test
Deflection
Strain
Buckling Strength
Slenderness Ratio
Bending Deflection
Maximum Strength
Yield Strength
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1698-1706
Abstract
In the past study, we conducted compression tests with laminated veneer lumber of Japanese Larch. We observed the deflection and strain behaviour. As a result we could evaluate the bucking strength with Euler’s equation and Tetmajer’s method. For structural design we should expand the versatility of that method...
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An Innovative Hybrid Timber Structure in Japan: Performance of Column and Beams

https://research.thinkwood.com/en/permalink/catalogue1759
Year of Publication
2016
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Shioya, Shinichi
Koga, Takeshi
Kumon, Yuto
Otsuki, Kazuaki
Uchimura, Kouhei
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Mechanical Properties
Keywords
Japanese Cedar
Reinforcement
Steel Bars
Epoxy
Flexural Stiffness
Flexural Strength
Reverse Cyclic Loading
Force-Displacement Curves
Strain Distribution
Failure
Numerical Analysis
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 5058-5067
Abstract
In this paper, bending behaviours in hybrid composite glulam timbers reinforced using deformed steel bars and epoxy resin adhesives (RGTSB) are presented. The technique RGTSB was developed in order to improve flexural stiffness and strength in glulam timbers...
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Challenge to Two-Hours Fire-Resistive Glued Laminated Timber Made of Japanese Cedar

https://research.thinkwood.com/en/permalink/catalogue1711
Year of Publication
2016
Topic
Fire
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Author
Hattori, Nobuaki
Ando, Keisuke
Harada, Toshiro
Kamikawa, Daisuke
Miyabayashi, Masayuki
Nishimura, Kouta
Kakae, Norichika
Miyamoto, Keiichi
Nishide, Naoki
Hebiishi, Takahiro
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Topic
Fire
Keywords
Japanese Cedar
Fire Test
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4487-4494
Abstract
We developed a one-hour fire-proof glulam made of Japanese cedar and got the authorization as a building material from the Minister of Land, Infrastructure and Transportation. We also succeeded to give one-hour fire performance to cross laminated timber (CLT) using the same concept. The both structures consist of three parts which...
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Cyclic Lateral Load Test of Screws on Timber to Timber Connections for Sugi Wood Products

https://research.thinkwood.com/en/permalink/catalogue2011
Year of Publication
2018
Topic
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
General Application

Development of I-Beam Using Kizure Panel and LVL

https://research.thinkwood.com/en/permalink/catalogue1579
Year of Publication
2016
Topic
Design and Systems
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Nagashima, Taisuke
Suda, Hisayoshi
Ide, Yasuhiro
Ohashi, Yoshimitsu
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Design and Systems
Mechanical Properties
Keywords
Japanese Cedar
Japanese Larch
Shear Tests
Bending Tests
Strength
Stiffness
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1731-1739
Abstract
This document describes development of I shaped beam(I-beam) using diagonal lattice panel, called Kizure Panel that is made of Japanese cedar, for web. Kizure Panel has excellent shear performance that is suitable for Ibeam. This I-beam has flanges of LVL using Japanese larch...
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Effect of Embedded Condition of Lagscrewbolt in Cross Laminated Timber on the Pull-Out Properties

https://research.thinkwood.com/en/permalink/catalogue1991
Year of Publication
2018
Topic
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Application
General Application

Evaluation of the Shear Strength of Cross-Laminated Timber Under Out-of-Plane Loading

https://research.thinkwood.com/en/permalink/catalogue1598
Year of Publication
2016
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Ukyo, Seiichiro
Shindo, Kenta
Miyatake, Atsushi
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Japanese Cypress
Japanese Cedar
Three Point Bending Test
Four Point Bending Test
Shear Strength
Span-to-Depth Ratio
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1923-1930
Abstract
Since cross-laminated timber (CLT) panel is produced with its layer crosswise, the rolling shear stress is inevitably introduced to the cross layers if bent in out-of-plane direction. In this study, the shear strength of CLT panels was evaluated with 3-point bending test (short span) and asymmetric 4-point bending test in out-of-plane direction...
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Influence of Layered Structure and Lamina's Grade on Flexural Young's Modulus and Flexural Strength in the In-Plane Direction of Sugi CLT

https://research.thinkwood.com/en/permalink/catalogue1801
Year of Publication
2018
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Yasushi, Hiramatsu
Atsushi, Miyatake
Tsushi, Tamaki
Kenta, Shindo
Hirofumi, Ishido
Hirofumi, Nagao
Maki, Harada
Junko, Ogiso
Publisher
J-STAGE
Year of Publication
2018
Country of Publication
Japan
Format
Report
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Japanese Cedar
Bending
Lamina
Flexural Strength
Young's Modulus
Language
Japanese
Research Status
Complete
Series
Forestry Research Institute Research Report
ISSN
2189-9363
Online Access
Free
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Innovative Hybrid Timber Structures in Japan: Bending Behaviour of T-Shaped CLT-to-Hybrid Timber Composite Beam

https://research.thinkwood.com/en/permalink/catalogue1600
Year of Publication
2016
Topic
Design and Systems
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Beams
Author
Yagi, Hidemi
Shioya, Shinichi
Tomiyoshi, Eriko
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Beams
Topic
Design and Systems
Mechanical Properties
Keywords
Bending
Stiffness
Strength
Japanese Cedar
Steel Bars
Epoxy
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1939-1947
Abstract
Hybrid composite glulam timber reinforced using deformed steel bars and epoxy resin adhesive (RGTSB), was significantly developed in Kagoshima University. In this paper, new experimental data on structural behaviour of CLT-to-the RGTSB composite beams is presented. Two full-scale simply-supported beams were tested...
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Moment-Resisting Performance of Residential Portal Frame Constructed with Self-Tapping Screws

https://research.thinkwood.com/en/permalink/catalogue1582
Year of Publication
2016
Topic
Mechanical Properties
Connections
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Author
Yeh, Min-Chyuan
Lin, Yu-Li
Huang, Gien-Ping
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Topic
Mechanical Properties
Connections
Keywords
Portal Frames
Japanese Cedar
Moment-Resisting
Lateral Load
Aluminum Connectors
Self-Tapping Screws
Shear Strength
Shear Deformation
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1799-1806
Abstract
Glulam members which are manufactured with Japanese cedar plantation timber are constructed into a box type of portal frames to investigate the moment-resisting performance when subjected to a lateral load. The joints of the frame are connected using aluminium connectors and self-tapping screw fasteners...
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11 records – page 1 of 2.