Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers. Fracture and Structural Integrity, [S. l.], v. 18, n. 69, p. 89–105, 2024. DOI: 10.3221/IGF-ESIS.69.07. Disponível em: https://staging.fracturae.com/index.php/fis/article/view/4821. Acesso em: 16 oct. 2026.