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56 records – page 1 of 6.

Analytical and Experimental Lateral-Load Response of Self-Centering Posttensioned CLT Walls

https://research.thinkwood.com/en/permalink/catalogue1248
Year of Publication
2017
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Walls
Author
Tugce Akbas
Richard Sause
James Ricles
Ryan Ganey
Jeffrey Berman
Sarah Loftus
Daniel Dolan
Shiling Pei
John van de Lindt
Hans-Erik Blomgren
Publisher
American Society of Civil Engineers
Year of Publication
2017
Country of Publication
United States
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Walls
Topic
Mechanical Properties
Keywords
Lateral Loads
Self-Centering
Post-Tensioned
Cyclic Loading Tests
Limit States
Numerical Model
Language
English
Research Status
Complete
Series
Journal of Structural Engineering
Abstract
A cross-laminated timber (CLT) panel is a heavy timber structural component fabricated by laminating layers of timber boards in an orthogonal pattern. This paper presents a study of the lateral-load response of self-centering (SC) posttensioned CLT structural walls (i.e., SC-CLT walls)...
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Analytical Study on Seismic Force Modification Factors for Cross-Laminated Timber Buildings

https://research.thinkwood.com/en/permalink/catalogue1201
Year of Publication
2013
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Shiling Pei
Marjan Popovski
John van de Lindt
Publisher
Canadian Science Publishing
Year of Publication
2013
Country of Publication
Canada
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
Force Modification Factors
Numerical Model
National Building Code of Canada
Mid-Rise
Language
English
Research Status
Complete
Series
Canadian Journal of Civil Engineering
Abstract
With two producers in operation and over 20 buildings already constructed or in planning process, use of cross-laminated timber (CLT) is gaining popularity in Canada. Since CLT as a structural system is currently not included in the National Building Code of Canada...
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An Analytical, Numerical and Experimental Study of Non-Metallic Mechanical Joints for Engineered Timber Constructions

https://research.thinkwood.com/en/permalink/catalogue1606
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Author
Gheorghe Bazu
Siavash Mahjourian Namari
Jörg Wehsener
Jens Hartig
Peer Haller
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
GFRP
Densified Veneer Wood
Plates
Dowels
Load Bearing Behaviour
Analytical Model
Numerical Model
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 2059-2068
Abstract
Timber structures are strongly depending on the design of connections, which are mostly constructed from steel components. However, these joints have a number of limitations such as the tendency to be heavy, proneness to corrosion and often poor aesthetic appearances...
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Assessing Adequacy of Numerical Representation for Optimisation Performances in Long Span Timber Floors

https://research.thinkwood.com/en/permalink/catalogue1944
Year of Publication
2018
Topic
Design and Systems
Material
Timber (unspecified)
Application
Floors
Author
Sveinung Nesheim
Kjell Arne Malo
Year of Publication
2018
Country of Publication
Korea
Format
Conference Paper
Material
Timber (unspecified)
Application
Floors
Topic
Design and Systems
Keywords
Long Span
Numerical Model
Finite Element Analysis
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 20-23, 2018, Seoul, Republic of Korea
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Free
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Chapter 4: Lateral Design of Cross Laminated Timber Buildings

https://research.thinkwood.com/en/permalink/catalogue823
Year of Publication
2013
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
John van de Lindt
Douglas Rammer
Marjan Popovski
Philip Line
Shiling Pei
Steven Pryor
Organization
FPInnovations
Binational Softwood Lumber Council
Year of Publication
2013
Country of Publication
Canada
United States
Format
Book Section
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Seismic
Keywords
Seismic Design Coefficients
Lateral Loads
Numerical Model
R-factors
MCE
Language
English
Research Status
Complete
Series
CLT Handbook - US Edition
ISBN
978-0-86488-553-1
ISSN
1925-0495
Abstract
Cross-laminated timber (CLT) is an innovative wood product that was developed approximately two decades ago in Europe and has since been gaining in popularity. Based on the experience of European researchers and designers, it is believed that CLT can provide the U.S. market the opportunity to build mid- and high-rise wood buildings. This Chapter presents a summary of past research and state-of-the-art understanding of the seismic behavior of CLT. As a new structural system to the United States, the design of CLT for seismic applications is expected to be made through alternative method provisions of the building codes. Efforts to develop seismic design coefficients for use in the equivalent lateral force procedures in the United States are underway. Nonlinear numerical modeling of CLT is presented and used to provide and indication of the effect of designing with different R-factors. Using nominal CLT wall capacity values derived from isolated wall tests, the illustrative example showed that an R-factor of approximately 2 can result in a low probability of collapse (less than 10 percent) at MCE intensity.
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A Component Model for Cyclic Behaviour of Wooden Structures

https://research.thinkwood.com/en/permalink/catalogue394
Year of Publication
2014
Topic
Connections
Seismic
Material
CLT (Cross-Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Author
Giovanni Rinaldin
Massimo Fragiacomo
Publisher
Springer, Dordrecht
Year of Publication
2014
Country of Publication
Netherlands
Format
Book Section
Material
CLT (Cross-Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Topic
Connections
Seismic
Keywords
Numerical model
Cyclic Behaviour
Language
English
Research Status
Complete
Series
Materials and Joints in Timber Structures
ISBN
978-94-007-7811-5
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Compressive Behavior of Glulam Columns with Initial Cracks Under Eccentric Loads

https://research.thinkwood.com/en/permalink/catalogue1463
Year of Publication
2018
Topic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Columns
Author
Jing Zhang
Minjuan He
Zheng Li
Publisher
Springer Berlin Heidelberg
Year of Publication
2018
Country of Publication
Germany
Format
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
Columns
Topic
Mechanical Properties
Keywords
Cracks
Compression Loads
Failure Modes
Load Bearing Capacity
Numerical Model
Language
English
Research Status
Complete
Series
International Journal of Advanced Structural Engineering
ISSN
2008-6695
Online Access
Free
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Concentrated Load Introduction in CLT Elements Perpendicular to Plane – Experimental and Numerical Investigations

https://research.thinkwood.com/en/permalink/catalogue1613
Year of Publication
2016
Topic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Thomas Bogensperger
Robert Joebstl
Manfred Augustin
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Keywords
Bending Tests
Shear Tests
Concentrated Loads
Numerical Model
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 2341-2349
Abstract
In this contribution bending and shear tests of cross laminated timber (CLT) plates under concentrated loads are presented. The so loaded structural members can fail either due to punching along a critical perimeter line in the vicinity of the concentrated load or in bending. Two test configurations were developed and investigated by linear...
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Coupled Axial-Shear Numerical Model for CLT Connections

https://research.thinkwood.com/en/permalink/catalogue1329
Year of Publication
2017
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Luca Pozza
Anna Saetta
Marco Savoia
Diego Talledo
Publisher
ScienceDirect
Year of Publication
2017
Country of Publication
Netherlands
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Hold-Down
Numerical Model
Axial Forces
Shear Forces
Monotonic Tests
Cyclic Tests
Language
English
Research Status
Complete
Series
Construction and Building Materials
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Coupled Shear-Tension Numerical Model for Modelling of CLT Connections

https://research.thinkwood.com/en/permalink/catalogue1686
Year of Publication
2016
Topic
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Application
General Application
Author
Diego Talledo
Luca Pozza
Anna Saetta
Marco Savoia
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Mechanical Properties
Connections
Keywords
Numerical Model
Hold-Down
Strength
Stiffness
Tension
Shear
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4201-4209
Abstract
A new numerical model able to account for the interaction between tension and shear forces on typical hold-down connections used in CLT structures is proposed and discussed, starting from results of an experimental campaign conducted at University of Bologna. A specifically developed method appropriate to evaluate the main strength and...
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56 records – page 1 of 6.