Journal of Mechanics of Materials and Structures Vol. 14, No. 5, 2019

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ISSN 1559-3959 (online)

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Special issue

Structural Analysis of Real Historic Buildings
(part 2)

Edited by Maurizio Angelillo and Santiago Huerta Fernández

DOI: 10.2140/jomms.2019.14-5

Contents of part 2 (Jump to part 1)

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

Vol. 14, No. 5, 2019