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Angelo Aloisio

Biographic Data

ID6941354
NAMEAngelo Aloisio
GIVEN NAMESAngelo
FAMILY NAMEAloisio
SIGNATUREALOISIO A
AFFILIATIONSUniversity of L'Aquila
ORCID0000-0002-6190-0139
VERIFIEDYes
TOTAL WORKS3
TOTAL CITATIONS0
AUTHOR COUNT3
EDITOR COUNT0
FIRST PUBLICATION YEAR2020
LATEST PUBLICATION YEAR2026
H-INDEX0
  • Machine learning model for predicting post-earthquake reconstruction grants of masonry buildings from seismic vulnerability features

    Open Access•Marco Martino Rosso, Angelo Aloisio et al.•ARTICLE•International Journal of Disaster…•2026

    In the aftermath of the 2009 L’Aquila earthquake in Italy, public authorities established a procedure to determine reconstruction grants for buildings on the basis of evidence from visual inspections, as documented in a dedicated form (i.e., the AeDES form). The calculation is driven by two main aspects, namely the observed damage and the assessed vulnerability level. For masonry buildings, which account for more than 90% of structures in small u…

  • Damage classification after the 2009 L’Aquila earthquake using multinomial logistic regression and neural networks

    Open Access•Angelo Aloisio, Marco Martino Rosso et al.•ARTICLE•International Journal of Disaster…•2023

    Post-earthquake surveys represent a fundamental tool for managing the emergency phase after a strong earthquake. In Italy, the evaluation of the post-earthquake functionality of ordinary buildings is based on the AeDES forms (Agibilitá e Danno nell’Emergenza Sismica, or equivalently, Rapid Post-Earthquake Damage evaluation forms). This form includes information on the building and records of the observed damage classified according to type and in…

  • The Timber-Framed (TF) Masonries in L’Aquila

    Open Access•Angelo Aloisio•ARTICLE•Heritage•2020

    The reconstruction works following the 2009 earthquake in L’Aquila evidenced the presence of numerous Timber-Framed (T-F) masonries dating back to the 18th century. These masonries, likely built after the destructive 1703 earthquake in L’Aquila, are quite diverse from each other. In the evolutionary process of the so-called Italian baraccato, the presences found in L’Aquila possibly update the record of Italian traditional T-F masonries: the bara…

No prominent works on this page.

  • The Timber-Framed (TF) Masonries in L’Aquila

    Open Access•Angelo Aloisio•ARTICLE•Heritage•2020

    The reconstruction works following the 2009 earthquake in L’Aquila evidenced the presence of numerous Timber-Framed (T-F) masonries dating back to the 18th century. These masonries, likely built after the destructive 1703 earthquake in L’Aquila, are quite diverse from each other. In the evolutionary process of the so-called Italian baraccato, the presences found in L’Aquila possibly update the record of Italian traditional T-F masonries: the bara…

  • Damage classification after the 2009 L’Aquila earthquake using multinomial logistic regression and neural networks

    Open Access•Angelo Aloisio, Marco Martino Rosso et al.•ARTICLE•International Journal of Disaster…•2023

    Post-earthquake surveys represent a fundamental tool for managing the emergency phase after a strong earthquake. In Italy, the evaluation of the post-earthquake functionality of ordinary buildings is based on the AeDES forms (Agibilitá e Danno nell’Emergenza Sismica, or equivalently, Rapid Post-Earthquake Damage evaluation forms). This form includes information on the building and records of the observed damage classified according to type and in…

  • Machine learning model for predicting post-earthquake reconstruction grants of masonry buildings from seismic vulnerability features

    Open Access•Marco Martino Rosso, Angelo Aloisio et al.•ARTICLE•International Journal of Disaster…•2026

    In the aftermath of the 2009 L’Aquila earthquake in Italy, public authorities established a procedure to determine reconstruction grants for buildings on the basis of evidence from visual inspections, as documented in a dedicated form (i.e., the AeDES form). The calculation is driven by two main aspects, namely the observed damage and the assessed vulnerability level. For masonry buildings, which account for more than 90% of structures in small u…

Seismic Performance and Analysis (3 works) · Engineering (2 works) · Forensic engineering (2 works) · Geology (2 works) · Masonry and Concrete Structural Analysis (2 works) · Seismology (2 works) · Artificial Intelligence (1 work) · Artificial neural network (1 work) · Building materials and conservation (1 work) · Civil and Structural Engineering Research (1 work)

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