Prashanna Mishra

Design and Shake-Table Testing of a Full-Scale, Six-Story Mass Timber Building with Posttensioned Rocking Walls and Buckling-Restrained Boundary Elements

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 assessed the design and dynami...