Skip header and navigation

3 records – page 1 of 1.

Innovative Timber Building Systems: Comparative Testing and Modelling of Earthquake Behaviour

https://research.thinkwood.com/en/permalink/catalogue1378
Year of Publication
2018
Topic
Seismic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
DLT (Dowel Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Shear Walls
Author
Carmen Sandhaas
Patrick Schädle
Ario Ceccotti
Publisher
Springer Netherlands
Year of Publication
2018
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
DLT (Dowel Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Shear Walls
Topic
Seismic
Mechanical Properties
Keywords
Load-Displacement
Prefabricated
Failure Modes
Energy Dissipation
Seismic Behavior
Language
English
Research Status
Complete
Series
Bulletin of Earthquake Engineering
ISSN
1573-1456
Online Access
Payment Required
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

Buildings Made of Dowel-Laminated Timber: Joint and Shear Wall Properties

https://research.thinkwood.com/en/permalink/catalogue1718
Year of Publication
2016
Topic
Mechanical Properties
Seismic
Connections
Material
DLT (Dowel Laminated Timber)
Application
Shear Walls
Author
Carmen Sandhaas
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
DLT (Dowel Laminated Timber)
Application
Shear Walls
Topic
Mechanical Properties
Seismic
Connections
Keywords
Joints
Load Carrying Capacity
Cyclic Tests
Energy Dissipation
Behaviour Factors
Numerical Models
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4589-4596
Abstract
Dowel-laminated timber (DLT) elements consist of lamellae arranged side-by-side that are connected with beech dowels. Due to the glue-free DLT element layup, joints and shear walls potentially suffer from considerable reduction of stiffness and load carrying capacity as metal fasteners inserted perpendicular to the element plane may be...
Online Access
Free
Resource Link
Less detail