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7 records – page 1 of 1.

Behaviour of Mass Timber Panel-Concrete Connections with Inclined Self-Tapping Screws and Insulation Layer

https://research.thinkwood.com/en/permalink/catalogue1984
Year of Publication
2018
Topic
Mechanical Properties
Connections
Material
Timber-Concrete Composite
CLT (Cross-Laminated Timber)
Application
Floors

Compressive Strength of Cross-Laminated Timber Panel

https://research.thinkwood.com/en/permalink/catalogue280
Year of Publication
2014
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Oh, Jung-Kwon
Hong, Jung-Pyo
Lee, Junjae
Year of Publication
2014
Country of Publication
Slovakia
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Mechanical Properties
Keywords
Compression Strength
Mid-Rise
Vertical Bearing Load
Monte Carlo
Language
English
Conference
International Convention of Society of Wood Science and Technology
Research Status
Complete
Notes
June 23-27, 2014, Zvolen, Slovakia, p.761-768
Summary
Compressive strength of cross-laminated timber (CLT) is one of the important mechanical properties which should be considered in the design of mid-rise CLT building because it work to resist a heavy vertical bearing load from the upper level. The CLT panel can be manufactured in various combinations of the grade and dimension of lamina...
Online Access
Free
Resource Link
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Development of a Heavy Timber Moment-Resisting Frame with Ductile Steel Links

https://research.thinkwood.com/en/permalink/catalogue1657
Year of Publication
2016
Topic
Connections
Mechanical Properties
Seismic
Material
Solid-sawn Heavy Timber
Application
Frames
Author
Gohlich, Ryan
Erochko, Jeffrey
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Solid-sawn Heavy Timber
Application
Frames
Topic
Connections
Mechanical Properties
Seismic
Keywords
Mid-Rise
Self-Tapping Screws
Moment-Resisting
Strength
Stiffness
Ductility
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 3571-3580
Summary
To improve the seismic performance of mid-rise heavy timber moment-resisting frames, a hybrid timber-steel moment-resisting connection was developed that incorporates specially detailed replaceable steel yielding link elements fastened to timber beams and columns using self-tapping screws (STS). Performance of the connection was...
Online Access
Free
Resource Link
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Investigation of Wood I-joists for Floor Applications in Mid-rise Wood Construction

https://research.thinkwood.com/en/permalink/catalogue2242
Topic
Seismic
Mechanical Properties
Material
Other Materials
Application
Floors
Organization
University of Alberta
Country of Publication
Canada
Material
Other Materials
Application
Floors
Topic
Seismic
Mechanical Properties
Keywords
Mid-Rise
I-joists
Research Status
In Progress
Notes
Project contact is Y.H. Chui at the University of Alberta
Summary
The overall objective of the proposed project is to develop technical information that supports the use of wood I-joists with sawn lumber flanges in mid-rise building construction in western Canada where the design seismic load is relatively high.
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Potential for Design Optimisation of a Six-Storey Lightframe Wood Building Using Linear Dynamic Analysis

https://research.thinkwood.com/en/permalink/catalogue1661
Year of Publication
2016
Topic
Mechanical Properties
Design and Systems
Material
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Shear Walls
Author
Tremblay-Auclair, Jean-Philippe
Salenikovich, Alexander
Frenette, Caroline
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Shear Walls
Topic
Mechanical Properties
Design and Systems
Keywords
Canada
Braced Frame Model
Linear Dynamic Analysis
Mid-Rise
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 3649-3656
Summary
Recently, Canadian building regulations have allowed construction of light-frame wood buildings up to six storeys. Even though equivalent static force procedure (ESFP) is generally used for the seismic design of such buildings, in cases of irregular structures and in high seismic zones a linear dynamic analysis (LDA) is required by the...
Online Access
Free
Resource Link
Less detail

Study on Shear Performance of CLT Joints Using Long Vise Part 2 Result of Experiments, Consideration and Conclusion

https://research.thinkwood.com/en/permalink/catalogue1008
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Floors
Walls

Wood Infill Walls in Reinforced Concrete Frame Structures: A Wood/Concrete Construction Niche

https://research.thinkwood.com/en/permalink/catalogue1591
Year of Publication
2013
Topic
Mechanical Properties
Material
Timber-Concrete Composite
Light Frame (Lumber+Panels)
Application
Hybrid Building Systems

7 records – page 1 of 1.