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Assessment of Disproportionate Collapse for Multi Storey Cross Laminated Timber Buildings

https://research.thinkwood.com/en/permalink/catalogue1664
Year of Publication
2016
Topic
Connections
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Author
Hercend Mpidi Bita
Neil Currie
Thomas Tannert
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Connections
Mechanical Properties
Keywords
Rotational Stiffness
Multi-Storey
Ductility
Loading
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 3725-3733
Abstract
This paper investigates the risk of disproportionate collapse following extreme loading events. The methodology mimics a sudden removal of a loadbearing wall of a twelve-storey CLT building. The ductility-demand from the dynamic simulation is checked against the ductility supplied by the structural components and their connections...
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Connections with Threaded Rods in Moment Resisting Frames

https://research.thinkwood.com/en/permalink/catalogue1495
Year of Publication
2016
Topic
Mechanical Properties
Connections
Material
CLT (Cross-Laminated Timber)
Application
Frames
Author
Kjell Arne Malo
Haris Stamatopoulos
Year of Publication
2016
Country of Publication
Austria
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Frames
Topic
Mechanical Properties
Connections
Keywords
Moment Resistance
Threaded Rods
Beam Column Connection
Rotational Stiffness
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
August 22-25, 2016, Vienna, Austria p. 200-208
Abstract
Building owners often state requirements that new buildings shall have open and flexible architecture in order to allow flexible use and future changes. A way to improve timber buildings in that direction is to increase the stiffness of the connections between horizontal and vertical members of the structural systems...
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Evaluation of the Structural Behaviour of Beam-Beam Connection Systems Using Compressed Wood Dowels and Plates

https://research.thinkwood.com/en/permalink/catalogue2050
Year of Publication
2018
Topic
Connections
Material
Glulam (Glue-Laminated Timber)
Application
Beams

Hysteretic Performance of Self-Centering Glulam Beam-to-Column Connections

https://research.thinkwood.com/en/permalink/catalogue1231
Year of Publication
2018
Topic
Connections
Seismic
Material
Glulam (Glue-Laminated Timber)
Application
Beams
Columns
Author
Zheng Li
Minjuan He
Kangli Wang
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
Beams
Columns
Topic
Connections
Seismic
Keywords
Beam-to-Column
Hysteretic Behaviour
Self-Centering
Energy Dissipation
Steel Strand
Moment-Resisting Capacity
Rotational Stiffness
Language
English
Series
Journal of Structural Engineering
Abstract
This paper investigates the hysteretic performance of self-centering beam-to-column connections for glulam structures. Such connections incorporate a posttensioned high-strength steel strand to provide recentering capability, and an energy dissipation device (a special steel cap or a pair of steel angles) was installed to increase shear resistance...
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