GAB Report library
Seismic Engineering
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Vancouver Timber Tower Replaces Concrete Core with Braced Frame
Standing 45 meters tall in Vancouver, The Hive eliminates conventional concrete shear cores above its podium. By pairing an exterior Douglas fir glulam braced frame with self-centering friction dampers, the 10-storey mass-timber tower proves high-seismic resilience is achievable with timber lateral systems.