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5 records – page 1 of 1.

Compressive Strength of Cross-Laminated Timber Panel

https://research.thinkwood.com/en/permalink/catalogue280
Year of Publication
2014
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Oh, Jung-Kwon
Hong, Jung-Pyo
Lee, Junjae
Year of Publication
2014
Country of Publication
Slovakia
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Mechanical Properties
Keywords
Compression Strength
Mid-Rise
Vertical Bearing Load
Monte Carlo
Language
English
Conference
International Convention of Society of Wood Science and Technology
Research Status
Complete
Notes
June 23-27, 2014, Zvolen, Slovakia, p.761-768
Summary
Compressive strength of cross-laminated timber (CLT) is one of the important mechanical properties which should be considered in the design of mid-rise CLT building because it work to resist a heavy vertical bearing load from the upper level. The CLT panel can be manufactured in various combinations of the grade and dimension of lamina...
Online Access
Free
Resource Link
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Experimental Tests of Cross-Laminated Timber Floors to be Used in Timber-Steel Hybrid Structures

https://research.thinkwood.com/en/permalink/catalogue96
Year of Publication
2014
Topic
Connections
Design and Systems
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Floors
Author
Loss, Cristiano
Piazza, Maurizio
Zandonini, Riccardo
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Floors
Topic
Connections
Design and Systems
Seismic
Keywords
Diaphragms
Residential
Stiffness
Testing
Timber-Steel Hybrid
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Summary
Hybrid structural systems assembled connecting steel elements and cross-laminated timber panels (CLT) can be a valid alternative to traditional systems in the construction of residential buildings. Such systems can combine the industrialized construction...
Online Access
Free
Resource Link
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A New Construction System for CLT Structures

https://research.thinkwood.com/en/permalink/catalogue679
Year of Publication
2014
Topic
Design and Systems
Connections
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Polastri, Andrea
Angeli, Albino
Gianni, Dal
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Design and Systems
Connections
Keywords
Prefabrication
Preassembled Connection System
Production
Strength
Stiffness
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Summary
The technique proposed herein, aims to solve the construction site issues related to both the handling and the assembly of cross laminated timber walls (CLT), through an innovative preassembled connection system. This system, which thanks to its being pr...
Online Access
Free
Resource Link
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Numerical Simulation for the Seismic Behaviour of Mid-Rise CLT Shear Walls with Coupling Beams

https://research.thinkwood.com/en/permalink/catalogue200
Year of Publication
2014
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Wood Building Systems
Author
Liu, Jingjing
Lam, Frank
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Wood Building Systems
Topic
Seismic
Keywords
Deflection
Degradation
Energy Dissipation
Force
Resistance
Stiffness
Strength
Numerical model
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Summary
In this paper, an innovative type of mid-rise Cross Laminated Timber shear walls with coupling beams was designed. The 5-layer CLT panels were continuous along the height. Hold-downs and angle brackets were installed at the bottom of the panels. Coupling beams with energy dissipation devices were used to decrease the deformation and internal forces of the walls, providing adequate stiffness and strength. A numerical model was developed in OpenSees for a six storey prototype to investigate its seismic behaviour with different configurations. Strength degradation, stiffness degradation, and pinching effect were considered in the connection models. The structural performance was evaluated through a series of static and transient analyses. The simulation results indicated adequate lateral resistance and deformation capacity of this structural type. This study will lead to more application of large size CLT panels in multi-storey CLT buildings as lateral resistant systems.
Online Access
Free
Resource Link
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Prediction of Dynamic Response of a 7-Storey Massive XLam Wooden Building Tested on a Shaking Table

https://research.thinkwood.com/en/permalink/catalogue1885
Year of Publication
2010
Topic
Seismic
Material
CLT (Cross-Laminated Timber)