Structural Systems for Mass Timber Buildings
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Détails bibliographiques
| Auteur(s): |
Tim Gleason
(M.I.T.)
Gordana Herning (M.I.T.) John Klein (M.I.T.) |
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| Médium: | papier de conférence | ||||
| Langue(s): | anglais | ||||
| Conférence: | IABSE Congress: The Evolving Metropolis, New York, NY, USA, 4-6 September 2019 | ||||
| Publié dans: | The Evolving Metropolis | ||||
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| Page(s): | 1156-1161 | ||||
| Nombre total de pages (du PDF): | 6 | ||||
| DOI: | 10.2749/newyork.2019.1156 | ||||
| Abstrait: |
This paper investigates the design of lateral force resisting systems (LFRS) for multi-story mass timber structures in Boston, MA. Structural and environmental tradeoffs of replacing conventional concrete cores or steel braced frames with glue-laminated timber (GLT) braced frames are evaluated through numerical analyses of 8-, 12-, and 18-story building prototypes. Finding an optimal timber gravity system configuration is followed by examining lateral resistance of the prototypes. The resulting designs demonstrate a practical approach to assist designers in selecting a lateral system during the early stages of conceptual design. This research was conducted in parallel with a related study for implementation of mass timber in affordable housing in Boston, enabling a comparison between composite systems and all-timber structures. |
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| Mots-clé: |
durabilité
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