Abaqus2Matlab: A suitable tool for finite element post-processing

G Papazafeiropoulos, M Muñiz-Calvente… - … in Engineering Software, 2017 - Elsevier
A suitable piece of software is presented to connect Abaqus, a sophisticated finite element
package, with Matlab, the most comprehensive program for mathematical analysis. This …

Wireless sensor networks for continuous structural health monitoring of historic masonry towers

P Barsocchi, G Bartoli, M Betti, M Girardi… - International Journal …, 2021 - Taylor & Francis
The recent developments of micro-electro-mechanical systems and wireless sensor
networks allow today the use of low-cost and small-size sensors for continuous monitoring of …

Monitoring ancient buildings: Real deployment of an IoT system enhanced by UAVs and virtual reality

M Bacco, P Barsocchi, P Cassará, D Germanese… - IEEE …, 2020 - ieeexplore.ieee.org
The historical buildings of a nation are the tangible signs of its history and culture. Their
preservation deserves considerable attention, being of primary importance from a historical …

A finite element model updating method based on global optimization

M Girardi, C Padovani, D Pellegrini, L Robol - Mechanical Systems and …, 2021 - Elsevier
Finite element model updating of a structure made of linear elastic materials is based on the
solution of a minimization problem. The goal is to find some unknown parameters of the …

Modal analysis of historical masonry structures: Linear perturbation and software benchmarking

D Pellegrini, M Girardi, PB Lourenço… - … and Building Materials, 2018 - Elsevier
The mechanical behavior of masonry materials has a common feature: a nonlinear behavior
with high compressive strength and very low tensile strength. As a consequence, old …

Dynamic characterization of progressively damaged segmental masonry arches with one settled support: experimental and numerical analyses

MG Masciotta, D Pellegrini, M Girardi, C Padovani… - 2020 - repositorium.uminho.pt
This paper aims to explore the dynamic behavior of a segmental masonry arch subjected to
increasing horizontal displacements of one support. To this end, output-only dynamic …

Seismic-induced damage in historical masonry vaults: A case-study in the 2012 Emilia earthquake-stricken area

AM D'Altri, G Castellazzi, S de Miranda… - Journal of Building …, 2017 - Elsevier
The seismic analysis of historical masonry vaults is a challenging task for contemporary
engineers, as vault behavior depends on a large number of factors. Among them, the vault's …

Tracking the variation of complex mode shapes for damage quantification and localization in structural systems

MG Masciotta, D Pellegrini - Mechanical Systems and Signal Processing, 2022 - Elsevier
Real structures mode shapes estimated by modal analysis techniques have a common
feature: in most cases they are complex, and their level of complexity can be soundly …

Epistemic uncertainties in structural modeling: a blind benchmark for seismic assessment of slender masonry towers

G Bartoli, M Betti, P Biagini, A Borghini… - … of Performance of …, 2017 - ascelibrary.org
The paper reports the results of a blind benchmark developed as a part of the preliminary
activity of the research project RiSEM (Italian acronym for Seismic Risk on Monumental …

Masonry-like material with bounded shear stress

M Lucchesi, B Pintucchi, N Zani - European Journal of Mechanics-A/Solids, 2018 - Elsevier
The constitutive equation of masonry-like materials has been generalized in order to
account for a limit to the tangential component of the stress, that is proportional to the normal …