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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
Format
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
Research Status
Complete
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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