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Shake-Table Testing of a Full-Scale 10-Story Resilient Mass Timber Building | Journal of Structural Engineering

Shake-Table Testing of a Full-Scale 10-Story Resilient Mass Timber Building | Journal of Structural Engineering

Gravity System Design The building footprint was constrained to a size that could be supported by the shake table platen, which is 7.6×12.2  m (25×40  ft). While there is no height limit, the height of the building was constrained to be within a reasonable proportion to the floor plan dimensions. Based on these physical constraints, the test […]

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