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7 records – page 1 of 1.

Experimental Testing of Anchoring Devices for Bottom Rail in Partially Anchored Timber Frame Shear Walls with Two-Sided Sheathing

https://research.thinkwood.com/en/permalink/catalogue400
Year of Publication
2012
Topic
Connections
Material
Light Frame (Lumber+Panels)
Application
Shear Walls
Author
Caprolu, Giuseppe
Organization
Luleå University of Technology
Year of Publication
2012
Country of Publication
Sweden
Format
Report
Material
Light Frame (Lumber+Panels)
Application
Shear Walls
Topic
Connections
Keywords
Failure Modes
Sheathing
Language
English
Research Status
Complete
Online Access
Free
Resource Link
Less detail

Experimental Testing of Hold Down Devices for Timber Frame Shear Walls

https://research.thinkwood.com/en/permalink/catalogue401
Year of Publication
2012
Topic
Connections
Material
Light Frame (Lumber+Panels)
Application
Shear Walls

Matching Tests of Brittle Failure of Bottom Rail Versus Tensile Strength Perpendicular to the Grain and Fracture Energy in RT and TR Plane

https://research.thinkwood.com/en/permalink/catalogue380
Year of Publication
2014
Topic
Mechanical Properties
Material
Solid-sawn Heavy Timber
Application
Shear Walls

Research Needs Assessment for the Mass Timber Industry: Proceedings of the 2nd North American Mass Timber Research Needs Workshop

https://research.thinkwood.com/en/permalink/catalogue2164
Year of Publication
2019
Topic
General Information
Material
CLT (Cross-Laminated Timber)
DLT (Dowel Laminated Timber)
NLT (Nail-Laminated Timber)
Glulam (Glue-Laminated Timber)
Timber-Concrete Composite
Application
Shear Walls
Walls
Wood Building Systems
Floors
Columns
Bridges and Spans

Solutions for Upper Mid-Rise and High-Rise Mass Timber Construction: Numerical Models for Post-Tensioned Shear Wall System with Energy Dissipators

https://research.thinkwood.com/en/permalink/catalogue2601
Year of Publication
2019
Topic
Design and Systems
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Author
Chen, Zhiyong
Popovski, Marjan
Organization
FPInnovations
Year of Publication
2019
Format
Report
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Topic
Design and Systems
Seismic
Keywords
Pres-Lam
Seismic Design
Earthquake
Language
English
Research Status
Complete
Summary
The latest developments in seismic design philosophy in modern urban centers have moved towards the development of new types of so called “resilient” or “low damage” structural systems. Such systems reduce the damage to the structure during an earthquake while offering the same or higher levels of safety to occupants. One such structural system in mass timber construction is the “Pres-Lam” system developed by Structural Timber Innovation Company (STIC) and Prestressed Timber Limited (PTL), both from New Zealand. FPInnovations has acquired the Intellectual Property rights for the Pres-Lam system for use in Canada and the United States.
Online Access
Free
Resource Link
Less detail

Static and Dynamic Behavior of Stiffening Shear Walls in Dowel-Laminated Timber Construction

https://research.thinkwood.com/en/permalink/catalogue932
Year of Publication
2016
Topic
Seismic
Connections
Material
DLT (Dowel Laminated Timber)
Application
Shear Walls
Wood Building Systems

Study of Massive Timber Walls based on NLT and Post Laminated LVL

https://research.thinkwood.com/en/permalink/catalogue1585
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
NLT (Nail-Laminated Timber)
Application
Shear Walls
Author
Zhang, Chao
Lee, George
Lam, Frank
Organization
University of British Columbia
Year of Publication
2018
Country of Publication
Canada
Format
Report
Material
LVL (Laminated Veneer Lumber)
NLT (Nail-Laminated Timber)
Application
Shear Walls
Topic
Connections
Mechanical Properties
Keywords
Shear Tests
Glue Lines
Lateral Loading
Sheathing
Load Carrying Capacity
Stiffness
Energy Dissipation
Shear Strength
Language
English
Research Status
Complete
Summary
Currently the massive timber shear walls are mainly made from Cross Laminated Timber (CLT), which possesses a high in-plane shear strength and rigidity. But only part of its elements (mainly the vertically aligned laminae) are engaged in carrying the vertical load and that could be a limitation when designing taller timber structures or wherever higher...
Online Access
Free
Resource Link
Less detail

7 records – page 1 of 1.