Multiscale seismic vulnerability assessment and retrofit of existing masonry buildings

TM Ferreira, N Mendes, R Silva - Buildings, 2019 - mdpi.com
The growing concern about the protection of built heritage and the sustainability of urban
areas has driven the reoccupation of existing masonry buildings, which, in the great majority …

Seismic behaviour of ordinary masonry buildings during the 2016 central Italy earthquakes

L Sorrentino, S Cattari, F Da Porto, G Magenes… - Bulletin of Earthquake …, 2019 - Springer
Abstract Between August 2016 and January 2017 nine shallow earthquakes ranging from
5.0 and 6.5 of moment magnitude affected Central Italy, involving several municipalities …

Wall-to-horizontal diaphragm connections in historical buildings: A state-of-the-art review

F Solarino, DV Oliveira, L Giresini - Engineering structures, 2019 - Elsevier
Wall-to-horizontal diaphragm connections play a crucial role in the global stability of
historical buildings under seismic actions. When these links are ineffective or absent …

Review of out-of-plane seismic assessment techniques applied to existing masonry buildings

L Sorrentino, D D'Ayala, G de Felice… - International Journal …, 2017 - Taylor & Francis
Observations after strong earthquakes show that out-of-plane failure of unreinforced
masonry elements probably constitutes the most serious life-safety hazard for this type of …

Shake table testing of a half-scale stone masonry building aggregate

I Tomić, A Penna, M DeJong, C Butenweg… - Bulletin of Earthquake …, 2023 - Springer
Masonry aggregates have developed throughout city centres of Europe due to a centuries-
long densification process that generally lacked consistent planning or engineering …

Damage to churches in the 2016 central Italy earthquakes

A Penna, C Calderini, L Sorrentino, CF Carocci… - Bulletin of Earthquake …, 2019 - Springer
Churches struck by the earthquake sequence of 2016–2017 in Central Italy confirmed their
seismic vulnerability, significantly higher than the one of other unreinforced masonry …

Full‐scale shake‐table tests on two unreinforced masonry cavity‐wall buildings: effect of an innovative timber retrofit

M Miglietta, N Damiani, G Guerrini… - Bulletin of Earthquake …, 2021 - Springer
Two full-scale building specimens were tested on the shake-table at the EUCENTRE
Foundation laboratories in Pavia (Italy), to assess the effectiveness of an innovative timber …

Modelling and seismic response analysis of existing URM structures. Part 2: Archetypes of Italian historical buildings

S Lagomarsino, S Cattari, M Angiolilli… - Journal of Earthquake …, 2023 - Taylor & Francis
This work presents a comprehensive strategy for analysing the complex seismic response of
five Italian historical URM buildings, corresponding to different periods until 1920s. One …

Experimental seismic performance of a half-scale stone masonry building aggregate

IE Senaldi, G Guerrini, P Comini, F Graziotti… - Bulletin of Earthquake …, 2020 - Springer
This paper focuses on the unidirectional dynamic shake-table test performed on a prototype
of a natural stone masonry building aggregate. The half-scale prototype was designed to …

[HTML][HTML] Full-scale cyclic tests on a stone masonry building to investigate the effectiveness of a one-side application of the composite reinforced mortar system

N Gattesco, E Rizzi, I Boem, L Facconi, F Minelli… - Engineering …, 2023 - Elsevier
The results of an experimental study on a full-scale, two-storey rubble stone masonry
building, strengthened with a Composite Reinforced Mortar (CRM) system applied on the …