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An Innovative Hybrid Timber Structure in Japan: Beam-to-Beam Moment Resisting Connection

https://research.thinkwood.com/en/permalink/catalogue1581
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Author
Kusumoto, Shigeharu
Shioya, Shinichi
Kawabe, Ryosuke
Inomoto, Kotaro
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Topic
Connections
Mechanical Properties
Keywords
Steel Bars
Epoxy
Beam-to-Beam
Four Point Bending Test
Short-term
Long-term
Ductility
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 17911798
Summary
Hybrid composite glulam timber reinforced using deformed steel bars and epoxy resin adhesive (RGTSB), was significantly developed in Kagoshima University. In this paper, a beam-to-beam connection for RGTSB and experimental data on the connection are presented...
Online Access
Free
Resource Link
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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
González-Beltrán, Guillermo
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
Summary
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...
Online Access
Free
Resource Link
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Performant Connections - A Must for Veneer-Based Products

https://research.thinkwood.com/en/permalink/catalogue1535
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
Trusses
Author
Gehri, Ernst
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Trusses
Topic
Connections
Mechanical Properties
Keywords
Beech
Glued-In Rods
Ductility
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 891-899
Summary
The structural use of high-strength veneer-based products requires the development of more performant connections, than those actually used. Great development is going on with glued-in bars. Besides high efficiency, adequate ductility may be achieved, resulting in robust structural components...
Online Access
Free
Resource Link
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