Bending, vibration and long-term performance of timber-concrete-composites floors
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Détails bibliographiques
| Auteur(s): |
Adam Gerber
(The University of British Columbia, Vancouver, Canada)
Thomas Tannert 
(University of Northern British Columbia, Prince George, Canada)
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Symposium: Engineering the Future, Vancouver, Canada, 21-23 September 2017 | ||||
| Publié dans: | IABSE Symposium Vancouver 2017 | ||||
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| Page(s): | 2301-2307 | ||||
| Nombre total de pages (du PDF): | 7 | ||||
| Année: | 2017 | ||||
| DOI: | 10.2749/vancouver.2017.2301 | ||||
| Abstrait: |
There is much potential for engineered wood products (EWP) to be used beyond low-rise residential construction when incorporating the notion of hybrid systems like timber-concrete- composites (TCC). The research presented in this paper experimentally determined the bending, vibration and long-term performance for a range of TCC systems in several EWPs. Strength and stiffness properties were validated on small-scale shear tests. Subsequently, full-size floor panels were tested for elastic stiffness and dynamic properties under quasi-static loading. Furthermore, floor panels are subjected to serviceability loads since summer 2015 with the environmental conditions and the deflections being monitored. This research provides insight to engineers into safely designing TCC floor systems for bending, vibration and long-term performance. |
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