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33 records – page 1 of 4.

Butt Joint Gluing of Cross Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue1988
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Glulam (Glue-Laminated Timber)
Application
General Application

Design and Dimensioning of a Complex Timber-Glass Hybrid Structure: The IFAM Pedestrian Bridge

https://research.thinkwood.com/en/permalink/catalogue1797
Year of Publication
2016
Topic
Design and Systems
Material
Timber-Glass Composite
Application
Bridges and Spans
Hybrid Building Systems
Wood Building Systems
Author
Till Vallee
Cordula Grunwald
Lena Milchert
Simon Fecht
Publisher
Springer International Publishing
Year of Publication
2016
Country of Publication
Switzerland
Format
Journal Article
Material
Timber-Glass Composite
Application
Bridges and Spans
Hybrid Building Systems
Wood Building Systems
Topic
Design and Systems
Keywords
Joint
Bonding
Standards
Codes
Adhesive Connection
Language
English
Research Status
Complete
Series
Glass Structures & Engineering
ISSN
2363-5142
Online Access
Free
Resource Link
Less detail

Development and Evaluation of CLT Shear Wall Using Drift Pinned Joint

https://research.thinkwood.com/en/permalink/catalogue673
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Author
Shoichi Nakashima
Akihisa Kitamori
Kohei Komatsu
Zeli Que
Hiroshi Isoda
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Topic
Connections
Mechanical Properties
Keywords
Cedar
Shear Failure
Drift Pin Joint
Steel Connectors
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
The connectors for the CLT shear wall with drift pin joint were suggested. The wall composed of five layers Japanese cedar CLT, steel connectors and drift pins (diameter d = 16mm). The horizontal shear performances of the walls were evaluated by static e...
Online Access
Free
Resource Link
Less detail

Development of Glulam Moment-Resisting Joint Having High Initial Stifness, Clear Yielding Moment and Rich Ductility

https://research.thinkwood.com/en/permalink/catalogue2030
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Wood Building Systems

Development of Resilient Seismic Solutions for Timber Structures Using the Resilient Silp Friction Joint (RSFJ) Technology

https://research.thinkwood.com/en/permalink/catalogue2032
Year of Publication
2018
Topic
Seismic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Application
Walls

Development on the Joint for the Large-Scale-Wooden-Structures by Using Cross Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue950
Year of Publication
2014
Topic
Connections
Material
CLT (Cross-Laminated Timber)
Application
General Application

Dynamic and Static Lateral Load Tests on Full-Sized 3-Storey CLT Construction for Seismic Design

https://research.thinkwood.com/en/permalink/catalogue481
Year of Publication
2014
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Takahiro Tsuchimoto
Naohito Kawai
Motoi Yasumura
Tatsuya Miyake
Hiroshi Isoda
Chihiro Tsuda
Sota Miura
Satoshi Murakami
Takafumi Nakagawa
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
Shake Table Test
Lateral Load Test
Shear Displacement
Joint Deformation
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
In order to consider the seismic design method, the shaking table tests and static lateral load tests were conducted to the modelized CLT panel construction. As a result, it was clarified that the shear displacement and joint deformation under the seismi...
Online Access
Free
Resource Link
Less detail

Dynamic Evaluation of Hybrid Timber-Steel Moment-Frame Structure Using Resilient Slip Friction Connections

https://research.thinkwood.com/en/permalink/catalogue1756
Year of Publication
2016
Topic
Connections
Seismic
Mechanical Properties
Material
Steel-Timber Composite
Application
Frames
Author
Armin Valadbeigi
Pouyan Zarnani
Pierre Quenneville
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Steel-Timber Composite
Application
Frames
Topic
Connections
Seismic
Mechanical Properties
Keywords
Resilient Slip Friction Joint
Damping
Base Shear
Displacement
Acceleration
Self-Centering
Moment-Resisting
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 5031-5040
Abstract
This study introduces a new resilient slip friction joint for framed hybrid structures. The proposed connection has a self-centring behaviour in addition to damping characteristic. This innovative Resilient Slip Friction (RSF) joint is replaced with the conventional beam to column connections. The RSF joint provides energy dissipation...
Online Access
Free
Resource Link
Less detail

Effect of Array on Tensile Load Carrying Capacity CLT Drift Pinned Joint

https://research.thinkwood.com/en/permalink/catalogue1532
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Shoichi Nakashima
Akihisa Kitamori
Yasuhiro Araki
Hiroshi Isoda
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Reduction Coefficients
Dowel-Type Connections
Drift Pinned Joint
Tensile Tests
Stiffness
Proportional Limit Load
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 772-779
Abstract
A reduction coefficient is applied in usual design of multiple dowels type connections. The numbers of stiffeners in row is one of important factor to decide this coefficient. CLT drift pinned joint showed small orthotropy against in plane tensile load. Tensile tests of multiple drift pins joints were performed to evaluate the effect of array...
Online Access
Free
Resource Link
Less detail

Experimental and Numerical Investigations of the Relevant Parameters on the Bending Resistance of Cross Laminated Timber

https://research.thinkwood.com/en/permalink/catalogue1128
Year of Publication
2014
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Bridges and Spans

33 records – page 1 of 4.