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10 records – page 1 of 1.

Behaviour of Glued-Laminated (Glulam) Beams and Columns Subjected to Simulated Blast Loads

https://research.thinkwood.com/en/permalink/catalogue1549
Year of Publication
2016
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Daniel Lacroix
Ghasan Doudak
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Mechanical Properties
Keywords
Blast Loads
Static Loads
Dynamic Loads
Dynamic Tests
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 1199-1206
Abstract
This paper presents preliminary results from an experimental program investigating the dynamic behaviour of glulam beams and columns subjected to simulated blast loads. A total of eight glulam beams and columns were tested destructively under static and dynamic loads...
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Compressive Behavior of Glulam Columns with Initial Cracks Under Eccentric Loads

https://research.thinkwood.com/en/permalink/catalogue1463
Year of Publication
2018
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Columns
Author
Jing Zhang
Minjuan He
Zheng Li
Publisher
Springer Berlin Heidelberg
Year of Publication
2018
Country of Publication
Germany
Format
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
Columns
Topic
Mechanical Properties
Keywords
Cracks
Compression Loads
Failure Modes
Load Bearing Capacity
Numerical Model
Language
English
Research Status
Complete
Series
International Journal of Advanced Structural Engineering
ISSN
2008-6695
Online Access
Free
Resource Link
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Damage Evaluation of Glulam Twinned Columns to Beam Circular Bolted Connection

https://research.thinkwood.com/en/permalink/catalogue166
Year of Publication
2015
Topic
Connections
Moisture
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns

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
Research Status
Complete
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
Research Status
Complete
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
Research Status
Complete
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
Research Status
Complete
Series
Materials and Joints in Timber Structures
ISBN
978-94-007-7811-5
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Local Ductility in Timber Beam to Column Connections

https://research.thinkwood.com/en/permalink/catalogue1733
Year of Publication
2016
Topic
Mechanical Properties
Seismic
Connections
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Guillermo González-Beltrán
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Mechanical Properties
Seismic
Connections
Keywords
Moment-Resisting
Costa Rica
Ductility Factor
Beam-to-Column
Bolts
Moment Capacity
Yield Strength
Dowels
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4774-4783
Abstract
This paper presents a research study about timber connections in moment resisting frames, with materials commercially available in Costa Rica. With new developments in engineered timber, the Costa Rican Seismic Code included a chapter on timber structures, defining moment resisting timber frames with several values of structural...
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Mechanical Behavior of Bolted Glulam Beam-to-Column Connections with Slotted-In Steel Plates Under Pure Bending

https://research.thinkwood.com/en/permalink/catalogue1503
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Mingqian Wang
Xiaobin Song
Xianglin Gu
Yajie Wu
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Connections
Mechanical Properties
Keywords
Full Scale
Bolted Connection
Beam-to-Beam
Beam-to-Column
Steel Plates
Finite Element Model
Failure Modes
Moment Resistance
Continuum Damage Mechanics
Brittle Failure
Ductile Failure
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 309-316
Abstract
In this study, five full-scale bolted glulam beam-to-beam connections with slotted-in steel plates were conducted under a third-point loading, and a three-dimensional finite element method based model was also established to investigate the failure modes and moment resistance of such connections...
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Mechanical Behaviour of Bolted Glulam Beam-to-Column Connections

https://research.thinkwood.com/en/permalink/catalogue479
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Xiaobin Song
Mingqian Wang
Xianglin Gu
Lie Luo
Yunfan Zhang
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Connections
Mechanical Properties
Keywords
Beam-to-Column
Mechanical Behaviour
Monotonic Loading
Reverse Cyclic Load
Stiffness
Maximum Moment
finite element method
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
This paper presents the results of an on-going program of the mechanical behaviour of bolted glulam beamto-column connections. The program included testing and modelling of connections of various bolt size, edge distance and lamina alignment patterns. Th...
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10 records – page 1 of 1.