Auteur Jennifer R. Bean Popehn
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Jennifer R. Bean Popehn, Auteur ; Arturo E. Schultz, Auteur |Nonlinear finite-element models were developed, verified, and used to simulate the measured response of twelve 3.54 m (11.6 ft) tall posttensioned masonry walls with 810×100 mm (32×4 in.) cross sections that were tested to failure under unifor[...]
