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10 records – page 1 of 1.

Development of Glulam Column-RC Base Connection System for Multi-Stories Large-Scale Timber Building

https://research.thinkwood.com/en/permalink/catalogue1774
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Columns
Wood Building Systems
Author
Nozomi Sato
Kazuki Uetsuki
Kei Tanaka
Tsuyoshi Hagino
Kenji Noda
Norihiko Satomura
Mikio Koshihara
Masafumi Inoue
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Columns
Wood Building Systems
Topic
Connections
Mechanical Properties
Keywords
Loading Tests
Yield Moment
Multi-Storey
Language
English
Conference
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 5393-5400
Abstract
In Japan, the moment resistance connections of large-scale timber building are inefficiency in terms of time and economic, because connections and column base hardware are custom-made to obtain the required performance. To improve this problem, it is necessary to unify standardization of their connection. At first, in this study, we focused on column-base connection, the horizontal...
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Effects of Climate Change on Structural Behavior of Wood to Wood Connections

https://research.thinkwood.com/en/permalink/catalogue1561
Year of Publication
2016
Topic
Connections
Moisture
Material
Solid-sawn Heavy Timber
Application
Beams
Columns
Author
Gi Young Jeong
So Sun Lee
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Solid-sawn Heavy Timber
Application
Beams
Columns
Topic
Connections
Moisture
Keywords
Moisture Content
Dovetail
Beam-to-Beam
Column-to-Column
Structural Behavior
Language
English
Conference
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 1464-1471
Abstract
Dovetail connections were applied for connecting column to column, and beam to beam in traditional timber framed buildings. Previous studies were mainly focused on mechanical behaviour of the connection. However, there was a lack of study on the structural behaviour of the connection under different moisture contents. The goal of this...
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Fire Testing for Framework Office Building in Portland, OR

https://research.thinkwood.com/en/permalink/catalogue1828
Year of Publication
2017
Topic
Fire
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
General Application
Wood Building Systems
Beams
Columns
Organization
SWRI
Year of Publication
2017
Country of Publication
United States
Format
Report
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
General Application
Wood Building Systems
Beams
Columns
Topic
Fire
Keywords
Fire Endurance Tests
Connections
Assembly
Fabrication
Thermocouples
Beam Column Connection
Language
English
Series
Framework: An Urban + Rural Design
Abstract
A. Fire Test Results Summary B. Test 1a (Test 1): Beam-Exterior Column Connection Report C. Test 1a (Test 2): Beam-Exterior Column Connection Report D. Test 1a (Test 3): Beam-Exterior Column Connection Report E. Test 1a (Test 4): Beam-Exterior Column Connection Report F. Test 1b (Test 1): CLT Deck to Beam Report G. Test 1b (Test 2): CLT Deck to Beam Report H. Test 1b (Test 3): CLT Deck to Beam Report I. Test 1c: Penetrations Fire Resistance Rating Report (TBD) J. Test 1d: Wall Fire Resistance Rating Report
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Glulam Composed of Glued Laminated Veneer Lumber Made of Beech Wood: Superior Performance in Compression Loading

https://research.thinkwood.com/en/permalink/catalogue490
Year of Publication
2014
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
Beams
Columns
Author
Gerhard Dill-Langer
Simon Aicher
Publisher
Springer, Dordrecht
Year of Publication
2014
Country of Publication
Netherlands
Format
Book Section
Material
Glulam (Glue-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
Beams
Columns
Topic
Mechanical Properties
Keywords
Beech
Compression Strength
Hardwood
Language
English
Series
Materials and Joints in Timber Structures
ISBN
978-94-007-7811-5
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NMIT Arts & Media Building - Damage Mitigation Using Post-Tensioned Timber Walls

https://research.thinkwood.com/en/permalink/catalogue1850
Year of Publication
2018
Topic
Design and Systems
Seismic
Material
LVL (Laminated Veneer Lumber)
Application
Floors
Walls
Columns
Beams
Wood Building Systems
General Application

Post-Tensioned Glulam Beam-Column Joints with Advanced Damping Systems: Testing and Numerical Analysis

https://research.thinkwood.com/en/permalink/catalogue651
Year of Publication
2013
Topic
Seismic
Material
Glulam (Glue-Laminated Timber)
LVL (Laminated Veneer Lumber)
Application
Beams
Columns

Preventing Seismic Damage to Floors in Post-Tensioned Timber Frame Buildings

https://research.thinkwood.com/en/permalink/catalogue1851
Year of Publication
2018
Topic
Design and Systems
Seismic
Material
LVL (Laminated Veneer Lumber)
Application
Columns
Beams
Frames
Floors

Shaking Table Testing of a Multi-Storey Post-Tensioned Glulam Building: Preliminary Experimental Results

https://research.thinkwood.com/en/permalink/catalogue1854
Year of Publication
2018
Topic
Seismic
Design and Systems
Material
Glulam (Glue-Laminated Timber)
Application
Frames
Beams
Columns

Softwood Lumber Board Glulam Connection Fire Test Summary Report

https://research.thinkwood.com/en/permalink/catalogue700
Year of Publication
2017
Topic
Connections
Fire
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Organization
Arup USA
Softwood Lumber Board
MyTiCon
DR Johnson
Year of Publication
2017
Country of Publication
United States
Format
Report
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Connections
Fire
Keywords
Beam-to-Column Connectors
Fire Resistance Rating
Full Scale
Language
English
Abstract
The Softwood Lumber Board, Arup, MyTiCon and DR Johnson have partnered to complete three full-scale fire tests for glulam beam to column connectors. The fire tests have been completed for “off-the-shelf” connectors for glulam beams, testing the conne...
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Test Research on Compressive Behaviour of Poplar LVL Column

https://research.thinkwood.com/en/permalink/catalogue1577
Year of Publication
2016
Topic
Mechanical Properties
Design and Systems
Material
LVL (Laminated Veneer Lumber)
Application
Columns
Author
Liu Yan
She Chengang
Miu Xiaochun
Zhou Chao
Sheng Xiangqian
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Columns
Topic
Mechanical Properties
Design and Systems
Keywords
Poplar
Stiffness
Strength
Deflection
Slenderness Ratio
China
Axial Compression
Eccentric Compression
Language
English
Conference
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 1715-1722
Abstract
Fast-growing poplar, which is planted in large quantity, has become economic forest trees in China. However, poplar cannot be directly applied to building structures owing to its fast growth, high water content and large compressive deformation. The laminated veneer lumber (shortened as LVL) manufactured by poplar is greatly...
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10 records – page 1 of 1.