Friction is much needed for the equilibrium of masonry arches as it transfers load between
the voussoirs. In this paper, applying an analytical formulation of the problem, the angle of …

The present article aims to explore the non-standard plastic behaviour that occurs in
masonry structures when considering a finite Coulomb friction, by starting from the …

In this chapter fundamentals of graphical statics are recalled in order to introduce those
techniques (Méry, Durand-Claye, Eddy, Lévy, Wolfe) that inspired modern computerized …

This paper concerns a general aspect, in the mechanics of masonry arches, with reference
to symmetric circular geometries, with variable opening, and possible stereotomy with radial …

This research can be viewed as a development of the critical review of the Monasterio's
manuscript Nueva teórica sobre el empuje de bóvedas, proposed by the authors in previous …

The evaluation of limit loads of masonry domes has received increasing interest especially
due to the importance of historical buildings where domes mainly are one of the most …

This research is focused on one of the most ancient domes of large rise and span built in
opus caementicium: the dome of the temple of Diana in Baiae. The main purpose of this …

The Chapter revisits classic analytical approaches based on equilibrium and admissibility to
assess the stability of masonry arches and vaults. A particular focus is given to Durand …

This research is inspired by an issue strictly linked to the art of stereotomy and rarely tackled
in the contributions on the statics of arches and vaults, ie, the search of the inclination to be …

The limit analysis of masonry structures is a topic of great interest and relevance, as these
structures constitute a large part of the world's historical and cultural heritage. The authors …