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Behavior of Cross-Laminated Timber Diaphragm Connections with Self-Tapping Screws

https://research.thinkwood.com/en/permalink/catalogue1288
Year of Publication
2018
Topic
Connections
Mechanical Properties
Seismic
Material
CLT (Cross-Laminated Timber)
Application
General Application
More detail
Author
Kyle Sullivan
Thomas Miller
Rakesh Gupta
Publisher
ScienceDirect
Year of Publication
2018
Country of Publication
Netherlands
Resource Type
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
General Application
Topic
Connections
Mechanical Properties
Seismic
Keywords
Seismic Force Resisting System
Monotonic Tests
Cyclic Tests
Strength
Stiffness
Shear Connections
Self-Tapping Screws
Language
English
Series
Engineering Structures
Online Access
Payment Required
Resource Link
https://doi.org/10.1016/j.engstruct.2018.04.094
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CLT Infill Panels in Steel Moment Resisting Frames as a Hybrid Seismic Force Resisting System

https://research.thinkwood.com/en/permalink/catalogue107
Year of Publication
2013
Topic
Seismic
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
More detail
Author
Carla Dickof
Organization
University of British Columbia
Year of Publication
2013
Country of Publication
Canada
Resource Type
Thesis
Material
CLT (Cross-Laminated Timber)
Application
Wood Building Systems
Topic
Seismic
Keywords
National Building Code of Canada
Timber-Steel Hybrid
Seismic Force Resisting System
Language
English
Online Access
Free
Resource Link
https://dx.doi.org/10.14288/1.0071921
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Wood-Steel Hybrid Seismic Force Resisting Systems: Seismic Ductility

https://research.thinkwood.com/en/permalink/catalogue330
Year of Publication
2012
Topic
Design and Systems
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
More detail
Author
Carla Dickof
Siegfried Stiemer
Solomon Tesfamariam
Year of Publication
2012
Country of Publication
New Zealand
Resource Type
Conference Paper
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Topic
Design and Systems
Keywords
Timber-Steel Hybrid
Overstrength
Ductility
Stiffness
Seismic Force Resisting System
Pushover Response
Language
English
Conference / Proceeding
World Conference on Timber Engineering
Notes
July 15-19, 2012, Auckland, New Zealand
Abstract
North American building codes currently provide strict limits on height of wood structures, where for example, in Canada wood structures are limited to 4 or 5 storeys. This paper examines wood-steel hybrid system to increase seismic force resistance beyo...
Online Access
Free
Resource Link
http://newbuildscanada.ca/wp-content/uploads/2010/11/T2-3-C4_WCTE-2012_Carla_WOOD-STEEL-HYBRID-SEISMIC-FORCE-RESISTING.pdf
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