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10 records – page 1 of 1.

Experimental Seismic Behavior of a Two-Story CLT Platform Building: Shake Table Testing Results

https://research.thinkwood.com/en/permalink/catalogue2052
Year of Publication
2018
Topic
Seismic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems

High Performance Cross-Laminated-Timber Shear Connection with Self-Tapping Screw Assemblies

https://research.thinkwood.com/en/permalink/catalogue504
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Ilana Danzig
Maximilian Closen
Thomas Tannert
Year of Publication
2014
Country of Publication
Canada
Format
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Connections
Mechanical Properties
Keywords
Self-Tapping Screws
Panels
Full Scale
Quasi-Static
Reverse Cyclic Loading
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 10-14, 2014, Quebec City, Canada
Abstract
The research presented in this paper examines the performance of a shear connection using self-tapping screws (STS) in 3-ply Cross-Laminated Timber (CLT) panels. CLT panels were connected with STS assemblies at an inclined angle in two directions. The ca...
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In-Plane Stiffness of Timber Floors Strengthened with CLT

https://research.thinkwood.com/en/permalink/catalogue516
Year of Publication
2015
Topic
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Application
Floors
Author
Jorge Branco
Milos Kekeliak
Paulo Lourenço
Publisher
Springer Berlin Heidelberg
Year of Publication
2015
Country of Publication
Germany
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Floors
Topic
Mechanical Properties
Connections
Keywords
Full Scale
Numerical model
Push-Out Tests
Stiffness
Language
English
Research Status
Complete
Series
European Journal of Wood and Wood Products
ISSN
1436-736X
Online Access
Free
Resource Link
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In-Plane Stiffness of Traditional Timber Floors Strengthened with CLT

https://research.thinkwood.com/en/permalink/catalogue664
Year of Publication
2014
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Floors
Author
Jorge Branco
Milos Kekeliak
Paulo Lourenço
Publisher
Springer, Dordrecht
Year of Publication
2014
Country of Publication
Netherlands
Format
Book Section
Material
CLT (Cross-Laminated Timber)
Application
Floors
Topic
Connections
Mechanical Properties
Keywords
Full Scale
In-Plane Behaviour
Push-Out Tests
Strengthening
Numerical model
Shear connection
Language
English
Research Status
Complete
Series
Materials and Joints in Timber Structures
ISBN
978-94-007-7811-5
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Investigation of a Proposed Long Span Timber Floor for Non-Residential Applications

https://research.thinkwood.com/en/permalink/catalogue197
Year of Publication
2014
Topic
Design and Systems
Mechanical Properties
Material
LVL (Laminated Veneer Lumber)
Application
Floors

Lateral Testing of Glued Laminated Timber Tudor Arch

https://research.thinkwood.com/en/permalink/catalogue1722
Year of Publication
2016
Topic
Seismic
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Arches
Author
Douglas Rammer
Philip Line
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Arches
Topic
Seismic
Mechanical Properties
Keywords
Full Scale
Lateral Load
Damping
Deformation
Failure Modes
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4638-4646
Abstract
Glued laminated timber Tudor arches have been in wide use in the United States since the 1930s, but detailed knowledge related to seismic design in modern U.S. building codes is lacking. FEMA P-695 (P-695) is a methodology to determine seismic performance factors for a seismic force resisting system. A limited P-695 study for...
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Mechanical Behavior of Bolted Glulam Beam-to-Column Connections with Slotted-In Steel Plates Under Pure Bending

https://research.thinkwood.com/en/permalink/catalogue1503
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Mingqian Wang
Xiaobin Song
Xianglin Gu
Yajie Wu
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Topic
Connections
Mechanical Properties
Keywords
Full Scale
Bolted Connection
Beam-to-Beam
Beam-to-Column
Steel Plates
Finite Element Model
Failure Modes
Moment Resistance
Continuum Damage Mechanics
Brittle Failure
Ductile Failure
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 309-316
Abstract
In this study, five full-scale bolted glulam beam-to-beam connections with slotted-in steel plates were conducted under a third-point loading, and a three-dimensional finite element method based model was also established to investigate the failure modes and moment resistance of such connections...
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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...
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Timber-Steel-Composite – A Possibility for Hybrid Structures of Long Span Timber Floors

https://research.thinkwood.com/en/permalink/catalogue1697
Year of Publication
2016
Topic
Mechanical Properties
Material
Steel-Timber Composite
Application
Floors
Author
Severin Zimmer
Manfred Augustin
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Steel-Timber Composite
Application
Floors
Topic
Mechanical Properties
Keywords
Four Point Bending Test
Long Span
Bending Stiffness
Full Scale
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 4341-4351
Abstract
The present contribution deals with the theoretical analysis of a selected geometry of CLT-elements combined with steel trapezoidal cross sections with a subsequent description of test specimens and the results of the conducted four-point-bending test. Used for long span floors...
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Transversal Load Sharing in Timber-Concrete Floors - Experimental and Numerical Investigations

https://research.thinkwood.com/en/permalink/catalogue1617
Year of Publication
2016
Topic
Mechanical Properties
Material
Timber-Concrete Composite
Application
Floors
Author
Hubertus Kieslich
Klaus Holschemacher
Year of Publication
2016
Country of Publication
Austria
Format
Conference Paper
Material
Timber-Concrete Composite
Application
Floors
Topic
Mechanical Properties
Keywords
Non-linear Analysis
Load Distribution
Finite Element Model
Pushout Testing
Full Scale
Bending Tests
Language
English
Conference
World Conference on Timber Engineering
Research Status
Complete
Notes
August 22-25, 2016, Vienna, Austria p. 2377-2386
Abstract
Research at the Leipzig University of Applied Sciences is focused on the transversal load sharing effects in timber-concrete floors. Despite timber-concrete slab-type structures are known and commonly used, some questions are not fully understood yet. Among them is the lateral load distribution in the composite floors if a load is applied to a...
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10 records – page 1 of 1.