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5 records – page 1 of 1.

Development of CLT Panels Bond-in Method for Seismic Retrofitting of RC Frame Structure

https://research.thinkwood.com/en/permalink/catalogue1860
Year of Publication
2016
Topic
Seismic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Application
Walls
Frames
Author
Haba, Ryota
Kitamori, Akihisa
Mori, Takuro
Fukuhara, Takeshi
Kurihara, Takaaki
Isoda, Hiroshi
Publisher
J-STAGE
Year of Publication
2016
Country of Publication
Japan
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Frames
Topic
Seismic
Design and Systems
Keywords
Retrofit
Earthquake
Panels
Adhesive
Bonding
Language
Japanese
Research Status
Complete
Series
Journal of Structural and Construction Engineering: Transactions of AIJ
Online Access
Free
Resource Link
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Experimental Study on Air Tone Interruption Performance of CLT Panel Wall

https://research.thinkwood.com/en/permalink/catalogue1802
Year of Publication
2016
Topic
Acoustics and Vibration
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Tanaka, Manabu
Kasai, Yusuke
Murakami, Tsuyoshi
Kawaya, Shoji
Publisher
J-STAGE
Year of Publication
2016
Country of Publication
Japan
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Acoustics and Vibration
Keywords
Sound Transmission
Panels
Experimental Tests
Sound Insulation
Language
Japanese
Research Status
Complete
Series
Japanese Architectural Institute Environmental Papers
ISSN
1881 - 817 X
Online Access
Free
Resource Link
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Hybrid Wood-Based Structural System for Multi-Storey Buildings

https://research.thinkwood.com/en/permalink/catalogue1894
Year of Publication
2016
Topic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Steel-Timber Composite
Application
Floors
Frames
Author
Loss, Cristiano
Piazza, Maurizio
Zandonini, Riccardo
Year of Publication
2016
Country of Publication
Portugal
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Steel-Timber Composite
Application
Floors
Frames
Topic
Design and Systems
Keywords
Panels
Prefabricated
Shear Tests
Connections
Bending Tests
Language
English
Conference
International Conference on Structures and Architecture
Research Status
Complete
Notes
July 27-29, Guimaraes, Portugal
Online Access
Free
Resource Link
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Numerical Analyses of High- and Medium-Rise CLT Buildings Braced with Cores and Additional Shear Walls

https://research.thinkwood.com/en/permalink/catalogue1890
Year of Publication
2016
Topic
Design and Systems
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Wood Building Systems
Author
Polastri, Andrea
Pozza, Luca
Loss, Christiano
Smith, Ian
Editor
Cruz, Paulo J.S.
Publisher
CRC Press
Year of Publication
2016
Country of Publication
United Kingdom
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Walls
Wood Building Systems
Topic
Design and Systems
Mechanical Properties
Keywords
Panels
Multi-Storey
Analytical modeling
Language
English
Conference
International Conference on Structures and Architecture
Research Status
Complete
Series
Structures and Architecture: Beyond their Limits
Notes
Proceedings of the Third International Conference on Structures and Architecture (ICSA2016), July 27-29, 2016, Guimaraes, Portugal
p. 128-136
ISBN
978-1-138-02651-3
Summary
In the last twenty years CLT (cross-laminated timber) panels have become quite widely employed to build multi-storey buildings often characterized by the presence of many internal and perimeter shear walls. Building superstructures in which beam-and-column frameworks resits effects of gravity loads and core substructures and exterior CLT shear walls resist effects of lateral forces have been found structurally effective. Advantages of such structural arrangements can include creation of large interior spaces, high structural efficiency, and material economies. Here the behaviour of multi-storey buildings braced with CLT cores and additional CLT shear walls is examined based on numerical analyses. Two procedures for calibrating numerical analysis models are proposed and discussed here. The first approach is to use information from Eurocode 5, and the second approach is to use specifically applicable experimental data obrained through laboratory studies. Technically different ways of connecting CLT panels in order to obtain suitably stiff horizontal diaphragms are also presented.
Online Access
Free
Resource Link
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Numerical Evaluation of Seismic Capacity of Structures with Hybrid Timber-Glass Panels

https://research.thinkwood.com/en/permalink/catalogue1745
Year of Publication
2016
Topic
Mechanical Properties
Seismic
Material
Timber-Glass Composite
Author
Barbalic, Jure
Rajcic, Vlatka
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Timber-Glass Composite
Topic
Mechanical Properties
Seismic
Keywords
Ductility
Panels
Strength
Stiffness
Energy Dissipation
Full Scale
Shaking Table Test
Eurocode 8
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4938-4946
Summary
Fulfilment of conditions given by European design codes for structures in seismic regions presents a problem during the design of new and repairing of existing structures. Although there are various options, obvious choices are solutions which provide increase of rigidity and seismic capacity with minimal increase of structural mass...
Online Access
Free
Resource Link
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