Vibration serviceability performance of prefabricated cross-laminated timber steel rib composite floors
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Détails bibliographiques
| Auteur(s): |
Sara Bottaro
(University of Trento, Trento, Italy)
David Owolabi (University of British Columbia, Vancouver, BC, Canada) Cristiano Loss (University of British Columbia, Vancouver, BC, Canada) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: Structural Engineering for Future Societal Needs, Ghent, Belgium, 22-24 September 2021 | ||||
| Publié dans: | IABSE Congress Ghent 2021 | ||||
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| Page(s): | 1590-1597 | ||||
| Nombre total de pages (du PDF): | 8 | ||||
| DOI: | 10.2749/ghent.2021.1590 | ||||
| Abstrait: |
Timber-based composite floors are gaining ascendancy as potential competitors with mainstream steel-concrete composites due to the increasing emphasis on sustainability in the construction industry. This paper investigates the vibration serviceability performance of an innovative prefabricated timber-steel composite floor module. The floor features a cross-laminated timber (CLT) panel joined to cold-formed steel beams using self-tapping screws as shear connectors. The vibration response of the floor module is simulated through the finite element method considering both modal and transient analyses, and its structural performance is evaluated using criteria specified in international design codes and standards. The results provide insight into the vibration behaviour of steel-timber composite floors in residential applications. |
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| Mots-clé: |
durabilité
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| Copyright: | © 2021 International Association for Bridge and Structural Engineering (IABSE) | ||||
| License: | Cette oeuvre ne peut être utilisée sans la permission de l'auteur ou détenteur des droits. |
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