Seismic response of masonry buildings in historical centres struck by the 2016 Central Italy earthquake. Calibration of a vulnerability model for strengthened …

Y Saretta, L Sbrogio, MR Valluzzi - Construction and Building Materials, 2021 - Elsevier
Brought to light by the 1997 Umbria-Marche (Italy) earthquake for the first time, the theme of
damage patterns of masonry buildings with structural interventions became urgent again in …

Fragility curves for Italian URM buildings based on a hybrid method

A Sandoli, GP Lignola, B Calderoni, A Prota - Bulletin of Earthquake …, 2021 - Springer
A hybrid seismic fragility model for territorial-scale seismic vulnerability assessment of
masonry buildings is developed and presented in this paper. The method combines expert …

Semiempirical formulations for estimating the main frequency of slender masonry towers

G Bartoli, M Betti, AM Marra… - Journal of Performance of …, 2017 - ascelibrary.org
The paper focuses on the analysis of the outcomes of some experimental tests carried out in
San Gimignano (Siena, Italy), aimed at measuring the natural frequencies of the medieval …

Empirical performance levels of strengthened masonry buildings struck by the 2016 central Italy earthquake: proposal of a new taxonomy

L Sbrogiò, Y Saretta, MR Valluzzi - International Journal of …, 2023 - Taylor & Francis
The complexity of the historical built environment may be reduced by discretizing buildings
in types. At urban scale, typological classifications feed vulnerability models. Several …

A new methodology for the survey and evaluation of seismic damage and vulnerability entailed by structural interventions on masonry buildings: validation on the town …

M Vettore, Y Saretta, L Sbrogiò… - International Journal of …, 2022 - Taylor & Francis
Damage surveys following to the Central Italy 2016 seismic swarm have shown that
retrofitting or strengthening interventions on masonry buildings may result in unexpected …

Probabilistic seismic performance of masonry towers: General procedure and a simplified implementation

L Salvatori, AM Marra, G Bartoli, P Spinelli - Engineering Structures, 2015 - Elsevier
A procedure for the probabilistic assessment of the seismic performance of masonry towers
is developed within the general PEER framework. The ingredients identified for the whole …

Updating mechanical properties of two-leaf stone masonry walls through experimental data and Bayesian inference

A Murano, J Ortega, H Rodrigues… - Construction and Building …, 2021 - Elsevier
The work presents the study carried out to build a database of mechanical properties related
to the most recurring two-leaf stone masonry wall typologies. The main objectives of this …

Assessment of post-earthquake damage: St. salvatore church in acquapagana, central Italy

G Sferrazza Papa, B Silva - Buildings, 2018 - mdpi.com
This article proposes a multidisciplinary approach for the assessment of seismic damage
from the perspective of conservation and prevention. A comparison of the state of damage …

Equivalent frame modelling of an unreinforced masonry building in finite element environment

M Pavanetto, L Sbrogiò, M Salvalaggio… - Proceedings of XXIV …, 2020 - Springer
Equivalent frame method (EFM) is a viable modelling option for global seismic analysis of
masonry buildings in comparison to more refined techniques, such as finite elements (FE) …

Fiber-reinforced polymer nets for strengthening lava stone masonries in historical buildings

SM Cascone, V Sapienza, I Lionti, SMC Porto - Sustainability, 2016 - mdpi.com
The strengthening of masonries is a crucial step in building restoration works because of its
relevance, mostly with regard to the improvement of building seismic behavior. Current …