Development of the simulation model for Digital Twin applications in historical masonry buildings: The integration between numerical and experimental reality

G Angjeliu, D Coronelli, G Cardani - Computers & Structures, 2020 - Elsevier
The structural system integrity in historical masonry buildings is studied by developing the
concept of the Digital Twin. The objectives are to develop a procedure for creating an …

Large displacement analysis of dry-jointed masonry structures subjected to settlements using rigid block modelling

F Portioli, L Cascini - Engineering Structures, 2017 - Elsevier
A discrete element model is proposed for large displacement static analysis of dry-jointed
masonry structures subjected to foundation settlements. The numerical model is a two …

A parametric model for ribbed masonry vaults

G Angjeliu, G Cardani, D Coronelli - Automation in Construction, 2019 - Elsevier
The paper presents a new method aimed at the automated modelling of ribbed masonry
vaults, based on parametric modelling integrated with measurements and in-situ …

Experimental investigation of a full-scale timbrel masonry cross vault subjected to vertical settlement

B Torres, E Bertolesi, JJ Moragues, PA Calderón… - … and Building Materials, 2019 - Elsevier
Masonry cross vaults are among the most attractive structures ever created by the human
race. Although cross vaults have been the subject of various numerical and experimental …

Structural assessment of iron tie rods based on numerical modelling and experimental observations in Milan Cathedral

G Angjeliu, D Coronelli, G Cardani, T Boothby - Engineering Structures, 2020 - Elsevier
Iron ties contribute to the stability of structural systems having vaults and arches. The axial
force in the iron ties is not easily to be measured but this knowledge is important for …

A feasibility analysis on the application of eddy current testing to the detection of the most detrimental defects in historical metallic tie-rods

M Bellanova, M Carboni, R Felicetti - NDT & E International, 2019 - Elsevier
Historical metallic tie-rods have a very important structural role in buildings characterized by
arches and vaults because they balance the horizontal thrusts, avoiding the overturning of …

A full-scale timbrel cross vault subjected to vertical cyclical displacements in one of its supports

B Torres, E Bertolesi, PA Calderón, JJ Moragues… - Engineering …, 2019 - Elsevier
Up-and-down cyclical displacement of supports-foundations, due for example to the
presence of expansive soils, can affect the integrity of a structure and may even lead to its …

[HTML][HTML] Modelling and safety assessment of observed sliding damage in a masonry rib vault

G Angjeliu, G Cardani, D Coronelli… - Journal of Cultural Heritage, 2023 - Elsevier
Frequently observed damage in historic masonry vaults has always given rise to concerns
on their stability. The effect of present damage on masonry vaults structural response should …

Numerical analysis of mechanical damage in ribbed masonry vaults under differential settlements

G Angjeliu, D Coronelli, G Cardani - International Journal of …, 2022 - Taylor & Francis
The present study takes advantage of a parametric model, which allows one to create
automatically complex structural models of ribbed masonry vaults. Two numerical modelling …

A multidisciplinary strategy for the inspection of historical metallic tie-rods: the Milan Cathedral case study

M Bellanova, R Felicetti - International Journal of Architectural …, 2019 - Taylor & Francis
ABSTRACT A reliable assessment of historical metallic tie-rods requires both the estimation
of actual tensile load and the identification of dominant defects. Despite high defectiveness …