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Seismic Base Shear Modification Factors for Timber-Steel Hybrid Structure: Collapse Risk Assessment Approach

https://research.thinkwood.com/en/permalink/catalogue1241
Year of Publication
2017
Topic
Seismic
Mechanical Properties
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
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Author
Bezabeh, Matiyas
Tesfamariam, Solomon
Popovski, Marjan
Goda, Katsuichiro
Stiemer, Siegfried
Publisher
American Society of Civil Engineers
Year of Publication
2017
Country of Publication
United States
Format
Journal Article
Material
CLT (Cross-Laminated Timber)
Application
Hybrid Building Systems
Topic
Seismic
Mechanical Properties
Keywords
Canada
Timber-Steel Hybrid
Overstrength
Force Modification Factors
Collapse Risk Assessment Approach
Adjusted Collapse Margin Ratios
Language
English
Research Status
Complete
Series
Journal of Structural Engineering
Summary
In this paper, to supplement the Canadian building code for a timber-steel hybrid structure, over-strength, and ductility-related force modification factors are developed and validated using a collapse risk assessment approach. The hybrid structure incorporates cross-laminated timber (CLT) infill walls within steel moment resisting frames...
Online Access
Free
Resource Link
https://www.researchgate.net/profile/Matiyas_Bezabeh/publication/319009094_Seismic_Base_Shear_Modification_Factors_for_Timber-Steel_Hybrid_Structure_Collapse_Risk_Assessment_Approach/links/5a049b5eaca2726b4c70c36a/Seismic-Base-Shear-Modification-Factors-for-Timber-Steel-Hybrid-Structure-Collapse-Risk-Assessment-Approach.pdf
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