Building-specific seismic damage prediction of Italian historical churches: A gradient boosting approach on a large empirical database

Italian historical masonry churches represent an extraordinary cultural heritage exposed to significant seismic hazard and requires suitable protection. In this context, while fragility curves and vulnerability indices remain the standard tools for territorial risk assessment, they rely on population-based classifications and cannot predict damage at the individual building scale. This work presents a data-driven framework for building-specific seismic damage prediction based on a LightGBM regressor trained on post-earthquake A-DC survey records from seven seismic sequences spanning ten Italian regions. Two damage targets are addressed in parallel: a continuous damage index BE and a discrete EMS-98 damage level BG. The model achieves satisfactory predictive performance on a stratified held-out test set, representing a substantial improvement over a baseline predictor. A SHapely Additive exPlanation SHAP interpretability analysis reveals a physically coherent feature importance hierarchy dominated by peak ground acceleration, followed by maintenance state, apse presence, nave height, and pre-existing damage. The persistent importance of the apse across the full multi-event dataset is an essential outcome that extends the qualitative observations of post-earthquake field surveys; moreover, regional residual analysis confirms generalisation across most represented regions. The proposed approach is complementary to traditional fragility-based methods: while the latter remain appropriate for territorial risk assessment, the data-driven model provides building-specific damage estimates that can support inspection prioritisation, preventive maintenance planning, and resource allocation for seismic risk mitigation.

Authors

Institutions

Publication Details

Journal
Soil Dynamics and Earthquake Engineering
Published
2026-07-27
DOI
https://doi.org/10.1016/j.soildyn.2026.110583
Primary Topic
Masonry and Concrete Structural Analysis
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Building-specific seismic damage prediction of Italian historical churches: A gradient boosting approach on a large empirical database

Salvatore Sessa, Francesca Linda Perelli, Francesca Marrazzo, Daniela De Gregorio
Soil Dynamics and Earthquake Engineering
Masonry and Concrete Structural Analysis
article

Building-specific seismic damage prediction of Italian historical churches: A gradient boosting approach on a large empirical database

Salvatore Sessa, Francesca Linda Perelli, Francesca Marrazzo, Daniela De Gregorio
article en

Abstract

Italian historical masonry churches represent an extraordinary cultural heritage exposed to significant seismic hazard and requires suitable protection. In this context, while fragility curves and vulnerability indices remain the standard tools for territorial risk assessment, they rely on population-based classifications and cannot predict damage at the individual building scale. This work presents a data-driven framework for building-specific seismic damage prediction based on a LightGBM regressor trained on post-earthquake A-DC survey records from seven seismic sequences spanning ten Italian regions. Two damage targets are addressed in parallel: a continuous damage index BE and a discrete EMS-98 damage level BG. The model achieves satisfactory predictive performance on a stratified held-out test set, representing a substantial improvement over a baseline predictor. A SHapely Additive exPlanation SHAP interpretability analysis reveals a physically coherent feature importance hierarchy dominated by peak ground acceleration, followed by maintenance state, apse presence, nave height, and pre-existing damage. The persistent importance of the apse across the full multi-event dataset is an essential outcome that extends the qualitative observations of post-earthquake field surveys; moreover, regional residual analysis confirms generalisation across most represented regions. The proposed approach is complementary to traditional fragility-based methods: while the latter remain appropriate for territorial risk assessment, the data-driven model provides building-specific damage estimates that can support inspection prioritisation, preventive maintenance planning, and resource allocation for seismic risk mitigation.

Soil Dynamics and Earthquake EngineeringVol. 210
University of Naples Federico II (IT)
Dipartimento della Protezione Civile, Presidenza del Consiglio dei Ministri
Sustainable cities and communities
Openalex Percentile: Top 14%
Masonry and Concrete Structural Analysis
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.