3D limit analysis of masonry pavilion domes on octagonal drum subjected to vertical loads. Frattura ed Integrità Strutturale, [S. l.], v. 14, n. 51, p. 486–503, 2019. DOI: 10.3221/IGF-ESIS.51.37. Disponível em: https://ww3.fracturae.com/index.php/fis/article/view/2551. Acesso em: 14 nov. 2024.