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An Analytical Formulation of Q-Factor for Mid-Rise CLT Buildings based on Parametric Numerical Analyses

https://research.thinkwood.com/en/permalink/catalogue1408
Year of Publication
2017
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Luca Pozza
Davide Trutalli
Publisher
Springer Netherlands
Year of Publication
2017
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
Dissipative Capacity
Q Factor
Geometry
Assembly
Dynamic Analysis
Parametric Study
Language
English
Series
Bulletin of Earthquake Engineering
ISSN
1573-1456
Online Access
Payment Required
Resource Link
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A Dissipative Connector for CLT Buildings: Concept, Design and Testing

https://research.thinkwood.com/en/permalink/catalogue1217
Year of Publication
2016
Topic
Connections
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Author
Roberto Scotta
Luca Marchi
Davide Trutalli
Luca Pozza
Publisher
MDPI
Year of Publication
2016
Country of Publication
Switzerland
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Topic
Connections
Seismic
Keywords
Dissipative Capacity
X-bracket
Cyclic Tests
Language
English
Series
Materials
ISSN
1996-1944
Abstract
This paper deals with the conception and characterization of an innovative connection for cross-laminated timber (CLT) panels. The connection is designed to provide an adequate level of dissipative capacity to CLT structures also when realized with large horizontal panels...
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Free
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Experimental and Numerical Analyses of New Massive Wooden Shear-Wall Systems

https://research.thinkwood.com/en/permalink/catalogue93
Year of Publication
2014
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Author
Luca Pozza
Roberto Scotta
Davide Trutalli
Mario Pinna
Andrea Polastri
Paolo Bertoni
Publisher
MDPI
Year of Publication
2014
Country of Publication
Switzerland
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Shear Walls
Topic
Seismic
Keywords
Quasi-Static
Cyclic Loading Tests
Numerical model
Ductility
Eurocode 8
Behaviour Factor
Dissipative Capacity
Language
English
Series
Buildings
ISSN
2075-5309
Abstract
Three innovative massive wooden shear-wall systems (Cross-Laminated-Glued Wall, Cross-Laminated-Stapled Wall, Layered Wall with dovetail inserts) were tested and their structural behaviour under seismic action was assessed with numerical simulations. The...
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Free
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Seismic Design of Floor–Wall Joints of Multi-Storey CLT Buildings to Comply with Regularity in Elevation

https://research.thinkwood.com/en/permalink/catalogue1394
Year of Publication
2018
Topic
Connections
Seismic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Davide Trutalli
Luca Pozza
Publisher
Springer Netherlands
Year of Publication
2018
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Connections
Seismic
Design and Systems
Keywords
Nonlinear Dynamic Analysis
Elevation
Floor-Wall Joints
Q Factor
Language
English
Series
Bulletin of Earthquake Engineering
ISSN
1573-1456
Online Access
Payment Required
Resource Link
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Structural Characterization of Multi-Storey Buildings with CLT Cores

https://research.thinkwood.com/en/permalink/catalogue496
Year of Publication
2014
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Shear Walls
Author
Andrea Polastri
Luca Pozza
Davide Trutalli
Roberto Scotta
Ian Smith
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Shear Walls
Topic
Seismic
Keywords
Multi-Storey
Numerical model
Building Cores
Language
English
Conference
World Conference on Timber Engineering
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
The behaviour of multi-storey buildings braced with Cross-Laminated-Timber (CLT) cores and additional shear walls is examined based on numerical analyses of various 3-dimensional configurations. Two ways of calibrating numerical model are proposed accord...
Online Access
Free
Resource Link
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