Vol. 14, No. 5, 2019
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Preface
601–602

Maurizio Angelillo and Santiago Huerta Fernández
Studying the dome of Pisa cathedral via a modern reinterpretation of Durand-Claye's method
603–619

Danila Aita, Riccardo Barsotti and Stefano Bennati
Experimental and numerical study of the dynamic behaviour of masonry circular arches with non-negligible tensile capacity
621–644

Alejandra Albuerne, Athanasios Pappas, Martin Williams and Dina D’Ayala
Influence of geometry on seismic capacity of circular buttressed arches
645–661

Giuseppe Brandonisio and Antonello De Luca
Failure pattern prediction in masonry
663–682

Gianmarco De Felice and Marialaura Malena
Energy based fracture identification in masonry structures: the case study of the church of “Pietà dei Turchini”
683–702

Antonino Iannuzzo
Displacement capacity of masonry structures under horizontal actions via PRD method
703–718

Antonino Iannuzzo, Carlo Olivieri and Antonio Fortunato
Automatic generation of statically admissible stress fields in masonry vaults
719–737

Elena De Chiara, Claudia Cennamo, Antonio Gesualdo, Andrea Montanino, Carlo Olivieri and Antonio Fortunato
Limit analysis of cloister vaults: the case study of Palazzo Caracciolo di Avellino
739–750

Antonio Gesualdo, Giuseppe Brandonisio, Antonello De Luca, Antonino Iannuzzo, Andrea Montanino and Carlo Olivieri
The rocking: a resource for the side strength of masonry structures
751–770

Mario Como