Non-destructive testing and Finite Element Method integrated procedure for heritage diagnosis: The Seville Cathedral case study

E Diz-Mellado, EJ Mascort-Albea… - Journal of Building …, 2021 - Elsevier
One of the major problems faced by historic cities today involves the conservation of
heritage buildings. Damage suffered by these buildings can be irreversible and fast-acting …

[HTML][HTML] Masonry structures in the presence of foundation settlements and unilateral contact problems

A Tralli, A Chiozzi, N Grillanda, G Milani - International Journal of Solids …, 2020 - Elsevier
This paper aims at presenting a new perspective on the modeling of the influence of
foundation settlements in masonry structures. We show that it is possible to model in a …

A new automatic procedure for nonlinear analysis of masonry arches subjected to large support movements

S Galassi, P Zampieri - Engineering Structures, 2023 - Elsevier
To predict the settlement and the collapse mechanisms of masonry arch structures caused
by largely moving supports and the value of the support movement leading to collapse, an …

Capacity assessment of masonry arches on moving supports in large displacements: Numerical model and experimental validation

S Galassi, G Misseri, L Rovero - Engineering Failure Analysis, 2021 - Elsevier
In the framework of rigid block analysis of masonry arches in large displacements, an
innovative numerical procedure that estimates the collapse mechanism and the limit support …

An alternative approach for limit analysis of masonry arches on moving supports in finite small displacements

S Galassi - Engineering Failure Analysis, 2023 - Elsevier
Static and kinematic theorems for limit analysis of masonry arches on moving supports are
herein reformulated in terms of work done by loads. These new formulations are more …

Lateral response of damaged stand-alone arches: Tilting tests and rigid-block analysis

N Simoncello, P Zampieri, M Zizi, L Rossi… - Engineering …, 2022 - Elsevier
Arches are a structural solution widely adopted in the past, especially when masonry was
the most used constructional material. Their wide-spreading can be, indeed, found in both …

Influence of the masonry wall thickness on the outcomes of double flat-jack test: Experimental and numerical investigation

V Alecci, AG Ayala, M De Stefano, AM Marra… - … and Building Materials, 2021 - Elsevier
The formulas provided by the standards or available in the literature for the calculation of the
elastic modulus don't consider many variables that influence the results of flat jack tests such …

ArchLab: a MATLAB tool for the Thrust Line Analysis of masonry arches

F Marmo - Curved and Layered Structures, 2021 - degruyter.com
According to Heyman's safe theorem of the limit analysis of masonry structures, the safety of
masonry arches can be verified by finding at least one line of thrust entirely laying within the …

The thrust line in masonry arches: a new simplified algorithm

P Zampieri, L Niero, C Pellegrino - Structure and Infrastructure …, 2024 - Taylor & Francis
Masonry arches and vaults have been widely used in the past to construct horizontal
structural elements using materials with low tensile strength. Initially, the design methods …

Different approaches to assess the seismic capacity of masonry bridges by non-linear static analysis

P Zampieri, S Perboni, CD Tetougueni… - Frontiers in Built …, 2020 - frontiersin.org
A large portion of the existing masonry arch bridges in Italy are still in service in the
infrastructure system and are located in a geographical area of high seismic risk. Most of …