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7 records – page 1 of 1.

Behaviour of Cross-Laminated Timber Panels Under Cyclic Loads

https://research.thinkwood.com/en/permalink/catalogue661
Year of Publication
2014
Topic
Design and Systems
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Igor Gavric
Massimo Fragiacomo
Marjan Popovski
Ario Ceccotti
Publisher
Springer, Dordrecht
Year of Publication
2014
Country of Publication
Netherlands
Format
Book Section
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Design and Systems
Seismic
Keywords
Cyclic Loads
Failure Mechanisms
Energy Dissipation
seismic behaviour
Language
English
Research Status
Complete
Series
Materials and Joints in Timber Structures
ISBN
978-94-007-7811-5
Online Access
Payment Required
Resource Link
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Experimental Campaign for the Mechanical Characterization of Connection Systems in the Seismic Design of Timber Buildings

https://research.thinkwood.com/en/permalink/catalogue1511
Year of Publication
2016
Topic
Connections
Mechanical Properties
Seismic
Material
CLT (Cross-Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Author
Daniele Casagrande
Andrea Polastri
Tiziano Sartori
Cristiano Loss
Manuela Chiodega
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Topic
Connections
Mechanical Properties
Seismic
Keywords
Capacity
Stiffness
Ductility
Cyclic Loads
Monotonic Loads
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 353-361
Abstract
The seismic behaviour of timber buildings is strongly related to the energy dissipation capacity of connections. According to Standard, since timber is characterized by a brittle failure when subjected to tensile or bending actions, the dissipative zones shall be located in joints and connections, whereas timber members themselves...
Online Access
Free
Resource Link
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Finite Element Modelling of the Cyclic Behaviour of CLT Connectors and Walls

https://research.thinkwood.com/en/permalink/catalogue1653
Year of Publication
2016
Topic
Mechanical Properties
Seismic
Connections
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Chrysl Aranha
Jorge Branco
Paulo Lourenço
Georg Flatscher
Gerhard Schickhofer
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Mechanical Properties
Seismic
Connections
Keywords
Shear Tests
Axial Tests
Cyclic Loads
Force-Displacement Curves
Numerical Model
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 3533-3540
Abstract
The characterization of the behaviour of connectors used in Cross-laminated Timber (CLT) structures is an important aspect that needs to be considered in their seismic design. In this paper, the data from shear and axial tests conducted on connectors have been used to define their force-displacement curves under cyclic loads using the SAWS...
Online Access
Free
Resource Link
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Heavy Laminated Timber Frames with Rigid Three-Dimensional Beam-To-Column Connections

https://research.thinkwood.com/en/permalink/catalogue499
Year of Publication
2014
Topic
Connections
Seismic
Material
Solid-sawn Heavy Timber
Application
Beams
Author
Bohumil Kasal
Pablo Guindos
Tiberiu Polocoser
Andreas Heiduschke
Shota Urushadze
Stanislav Pospisil
Publisher
American Society of Civil Engineers
Year of Publication
2014
Country of Publication
United States
Format
Journal Article
Material
Solid-sawn Heavy Timber
Application
Beams
Topic
Connections
Seismic
Keywords
Full Scale
Self-Tapping Screws
Cyclic Loads
Beam-to-Column
Language
English
Research Status
Complete
Series
Journal of Performance of Constructed Facilities
Abstract
This article presents the seismic performance of a timber frame with three-dimensional (3D) rigid connections. The connections were made with self-tapping screws and hardwood blocks were used to support the beams. The frame was designed to resist high se...
Online Access
Free
Resource Link
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Highly Energy Dissipative and Ductile Timber-Glass Hybrid Element

https://research.thinkwood.com/en/permalink/catalogue1744
Year of Publication
2016
Topic
Mechanical Properties
Seismic
Material
CLT (Cross-Laminated Timber)
Timber-Glass Composite
Application
Hybrid Building Systems
Author
Vlatka Rajcic
Roko Žarnic
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Timber-Glass Composite
Application
Hybrid Building Systems
Topic
Mechanical Properties
Seismic
Keywords
Glued-In Rods
Ductility
Energy Dissipation
Vertical Loads
Cyclic Loads
Horizontal Loads
Racking Test
Stiffness
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4930-4937
Abstract
CLT frames infilled with load-bearing glass sheets represent an innovative, hybrid structural element that can serve as load-bearing panel carrying load in both vertical and lateral direction. It can be used as a part of the prefabricated timber house or as a strengthening structural element in an existing timber building or the supporting...
Online Access
Free
Resource Link
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Response of CLT Shear Walls Under Cyclic Loads

https://research.thinkwood.com/en/permalink/catalogue1669
Year of Publication
2016
Topic
Mechanical Properties
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Author
Christian Málaga-Chuquitaype
Jonathan Skinner
Alan Dowdall
Juliet Kernohan
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Topic
Mechanical Properties
Seismic
Keywords
Cyclic Loads
Full Scale
Stiffness
Strength
Energy Dissipation
Ductility
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 3821-3827
Abstract
This paper presents an experimental study into the lateral response of cross-laminated-timber (CLT) shear walls under cyclic loads with particular attention to the distribution of forces between the panel-to-floor connections. Six tests on full-scale specimens of different geometric characteristics and connection configurations are...
Online Access
Free
Resource Link
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Thin Topping Timber-Concrete Composite Floors

https://research.thinkwood.com/en/permalink/catalogue902
Year of Publication
2014
Topic
Design and Systems
Mechanical Properties
Material
Timber-Concrete Composite
Application
Floors

7 records – page 1 of 1.