Extrusion-based 3DCP is experiencing exponential advancement in process, control,
material, and fresh-state analysis technologies, strategically poising 3DCP to become an …

The computational prediction of the out-of-plane behaviour of unreinforced masonry walls is
a challenge. However, computational numerical models may provide, if properly calibrated …

In this paper, a dataset collecting the results of in-plane cyclic tests on unreinforced masonry
piers, carried out within different research projects, is presented. The dataset includes brick …

In the numerical modelling of the nonlinear response of masonry buildings by equivalent‐
frame models based on macroelements representative of the in‐plane response of structural …

This paper presents an experimental program in which 16 full-scale clay brick unreinforced
masonry walls were constructed and tested under in-plane cyclic shear loading. These walls …

Macroelement models are widely recognized to be particularly suitable to model the
nonlinear behavior of masonry buildings. This article, together with the companion article …

Thin layers of mortar reinforced with steel fibers can be applied on one or both sides of
bearing walls as an effective seismic strengthening of existing masonry buildings. To assess …

This paper develops a modelling strategy for the finite element analysis of perforated
(arched) unreinforced masonry walls subjected to in-plane shear loading. An experimental …

In the experimental assessment of the in-plane behaviour of unreinforced masonry (URM)
walls containing openings, accurate measurement of the deformations occurring in the pier …

This paper presents numerical modelling of the in-plane shear behaviour of unreinforced
masonry (URM) walls with a semicircular arch opening. To do so, two dimensional finite …