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Feasibility Study of Mass-Timber Cores for the UBC Brock Commons Tallwood Building

 Feasibility Study of Mass-Timber Cores for the UBC Brock Commons Tallwood Building
Auteur(s): , , , ORCID
Présenté pendant IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018, publié dans , pp. S32-9
DOI: 10.2749/nantes.2018.s32-9
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Recent progress in construction technologies has allowed establishing new records for mass- timber buildings, as for instance the height of the Brock Commons Tall Wood Building (TWB) of the Univers...
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Détails bibliographiques

Auteur(s): (University of Northern British Columbia, Prince George, BC, Canada)
(University of Northern British Columbia, Prince George, BC, Canada)
(University of Northern British Columbia, Prince George, BC, Canada)
ORCID (University of Northern British Columbia, Prince George, BC, Canada)
Médium: papier de conférence
Langue(s): anglais
Conférence: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018
Publié dans:
Page(s): S32-9 Nombre total de pages (du PDF): 8
Page(s): S32-9
Nombre total de pages (du PDF): 8
DOI: 10.2749/nantes.2018.s32-9
Abstrait:

Recent progress in construction technologies has allowed establishing new records for mass- timber buildings, as for instance the height of the Brock Commons Tall Wood Building (TWB) of the University of British Columbia in Vancouver, Canada. TWB consists of a 53 meters tall timber- concrete hybrid structure; it has 17 stories of mass-timber superstructure erected on a concrete podium and is braced by two concrete cores that act as lateral force-resisting system against earthquake and wind loads. The objective of this work was to evaluate the possibility of designing the TWB using mass-timber cores. The feasibility of using cross-laminated timber or laminated veneer lumber cores was assessed by carrying out numerical analyses. The results included herein show that the seismic and wind performance criteria provided by the Canadian code can be satisfied only designing cores with continuous panels and rigid joints, and adopting a proper core layout.

Mots-clé:
conception sismique