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15 records – page 1 of 2.

Design of Post-Tensioned Timber Beams for Fire Resistance

https://research.thinkwood.com/en/permalink/catalogue4
Year of Publication
2012
Topic
Design and Systems
Fire
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Author
Andrew Buchanan
Anthony Abu
David Carradine
Peter Moss
Phillip Spellman
Year of Publication
2012
Country of Publication
Switzerland
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Topic
Design and Systems
Fire
Keywords
Full Scale
Furnace Tests
Post-Tensioned
Box Beams
Vertical Loads
Failure
Language
English
Conference / Proceeding
International Conference on Structures in Fire
Notes
June 6-8, 2012, Zurich, Switzerland
Online Access
Free
Resource Link
Less detail

Experimental and Numerical Investigation of Short-Term Behaviour of CLT-Steel Composite Beams

https://research.thinkwood.com/en/permalink/catalogue1334
Year of Publication
2017
Topic
Mechanical Properties
Material
Steel-Timber Composite
CLT (Cross-Laminated Timber)
Application
Floors

The Fire Performance of Post-Tensioned Timber Beams

https://research.thinkwood.com/en/permalink/catalogue159
Year of Publication
2012
Topic
Fire
Material
LVL (Laminated Veneer Lumber)
Application
Beams

Fire Protection of Light and Massive Timber Elements using Gypsum Plasterboards and Wood Based Panels: A Large-Scale Compartment Fire Test

https://research.thinkwood.com/en/permalink/catalogue194
Year of Publication
2014
Topic
Fire
Material
CLT (Cross-Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Author
Dionysios Kolaitis
Eleni Asimakopoulou
Maria Founti
Publisher
ScienceDirect
Year of Publication
2014
Country of Publication
Netherlands
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems
Topic
Fire
Keywords
Failure
Full Scale
Gypsum
Compartment Fire Test
Language
English
Series
Construction and Building Materials
Online Access
Payment Required
Resource Link
Less detail

Full-Scale Fire Tests of Post-Tensioned Timber Beams

https://research.thinkwood.com/en/permalink/catalogue257
Year of Publication
2012
Topic
Fire
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Author
Phillip Spellman
David Carradine
Anthony Abu
Peter Moss
Andrew Buchanan
Year of Publication
2012
Country of Publication
New Zealand
Resource Type
Conference Paper
Material
LVL (Laminated Veneer Lumber)
Application
Beams
Topic
Fire
Keywords
Failure Mechanisms
Steel Anchorage
Full Scale
Furnace Tests
Post-Tensioned
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
July 15-19, 2012, Auckland, New Zealand
Abstract
This paper describes a series of full-scale furnace tests on loaded post tensioned LVL beams. Each beam was designed to exhibit a specific failure mechanism when exposed to the standard ISO834 fire. In addition to the beams a number of steel anchorage pr...
Online Access
Free
Resource Link
Less detail

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
Resource Type
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 / Proceeding
World Conference on Timber Engineering
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...
Online Access
Free
Resource Link
Less detail

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
Resource Type
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 / Proceeding
World Conference on Timber Engineering
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...
Online Access
Free
Resource Link
Less detail

Mechanical Performance Assessment of Bolted Glulam Joints with Local Cracks

https://research.thinkwood.com/en/permalink/catalogue1229
Year of Publication
2018
Topic
Connections
Mechanical Properties
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Author
Jing Zhang
Minjuan He
Zheng Li
Publisher
American Society of Civil Engineers
Year of Publication
2018
Country of Publication
United States
Resource Type
Journal Article
Material
Glulam (Glue-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Keywords
Cracks
Bolted Joints
Tension Tests
Failure Load
Numerical Model
Stiffness
Ductility
Full Scale
Language
English
Series
Journal of Materials in Civil Engineering
Abstract
Cracks are commonly observed in glulam joints even though the members have yet to experience the design load level. The cracks are commonly formed by tensile stress perpendicular to grain and are induced by shrinkage of the wood under varying climatic conditions and exacerbated by the confinements from steel plates and bolts...
Online Access
Payment Required
Resource Link
Less detail

Modeling of Barrier Failure and Fire Spread in Curisk

https://research.thinkwood.com/en/permalink/catalogue300
Year of Publication
2015
Topic
Fire
Material
CLT (Cross-Laminated Timber)
Light Frame (Lumber+Panels)
Application
Wood Building Systems

15 records – page 1 of 2.