1. Evaluation of the interstorey drift performance of timber beam-hanger connection systems
- Author
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Harrison Leach, Kyle Tousignant, and Colin MacDougall
- Subjects
Materials science ,business.industry ,0211 other engineering and technologies ,chemistry.chemical_element ,020101 civil engineering ,02 engineering and technology ,Structural engineering ,0201 civil engineering ,Connection (mathematics) ,chemistry ,Aluminium ,021105 building & construction ,business ,GLUE ,Beam (structure) ,General Environmental Science ,Civil and Structural Engineering - Abstract
This paper presents the results of a study on pre-engineered steel and aluminum, nominally “pinned”, bolted-plate (BP), staggered dovetail (S-DT), and dovetail prototype (DTP) beam-hanger connection systems for glue-laminated timber joints under a combination of shear and reversed cyclic loading. A total of seven systems were tested to observe the evolution of damage, failure modes, and moment–rotation behaviour. The interstorey drift and deflection of a building that would cause failure of each system is inferred from the ultimate rotation capacities and compared to the limit(s) prescribed by Clause 4.1.8.13.3 of the National Building Code of Canada for various building categories. The BP systems generally reached an interstorey drift exceeding 2.5%, while the S-DT and DTP systems reached drifts of 0.6% and >1.2%, respectively. The BP systems also exhibited more ductile failure modes than the S-DT and DTP systems, involving withdrawal failure of the wood screws. Recommendations are made for appropriate connectors to use in each building category considered.
- Published
- 2021
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