The static limit analysis of axially symmetric masonry domes subject to pseudo-static seismic
forces is addressed. The stress state in the dome is represented by the shell stress …

A generalized thrust network analysis is proposed for the safety assessment of vaulted
masonry structures under their self-weight. The method requires introducing a 3D network of …

In this paper, we present a novel computational approach for the generalized three-
dimensional upper bound limit analysis of curved rigid block structures. This approach …

An original computational framework is presented for the minimum thrust analysis of
axisymmetric masonry domes with arbitrary meridian curve, subject to their self-weight. The …

Existing approaches from design to concrete 3D-printing fabrication can customize the
shapes of compression-dominated concrete arches and vaults but has limited applications …

Fiber reinforced composites represent an alternative to traditional techniques for
strengthening and retrofitting masonry structures. Within the growing environmental …

Settlements severely affect historic masonry arch bridges worldwide. There are countless
examples of structural dislocations and ruins in recent years due to severe settlements at the …

A semi-analytical approach is proposed for addressing the minimum thrust and minimum
thickness analysis of spherical masonry domes under their self-weight. The classical …

The lower-bound limit analysis of arbitrary systems of masonry arches and buttresses is
addressed. Main motivation is the observation that, not only the position, but also the …

A static limit analysis approach is proposed for assessing the collapse capacity of
axisymmetric masonry domes subject to horizontal forces. The problem formulation is based …