Design and Shake-Table Testing of a Full-Scale, Six-Story Mass Timber Building with Posttensioned Rocking Walls and Buckling-Restrained Boundary Elements
Morgan McBain, Ludovica Pieroni, Gustavo A. Araújo R., Steven Kontra et autres
Abstract Although dynamic contributions from higher modes are known to influence the force demands in mass timber rocking walls, higher-mode force and acceleration demands have not been formally addressed in a design procedure incorporating limit states at multiple intensity levels. This study …
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Journal of Structural Engineering