Seismic risk assessment of typical bridges in Northeastern Brazil through the application of Machine Learning methods

Abstract Bridges are the most vulnerable components in a transportation system. Therefore, extraordinary events such as seismic activities should also be considered in bridge design. In Brazil, since the last few decades, representative earthquakes with magnitudes above 5 have been registered by the seismological center of the University of São Paulo (USP). The newest edition of the Brazilian regulation for seismic-resistant structure design, NBR 15421:2023, does not apply to special structures, such as bridges. It is not clear whether the existing infrastructure can resist seismic demands. This work aims to evaluate the vulnerability of a reinforced concrete bridge with typical geometry located in the northeast of Brazil, a region known for relatively high seismic activity in Brazilian territory. The structural system is composed of a “T” section deck supported by non-integral U-type or gravity abutments and by frames with two circular columns through elastomeric bearings. The seismic records were collected from the Pacific Earthquake Engineering Research Center, which is compatible with the target spectrum of the city of Natal/RN. The study of vulnerability is conducted through the assembly of fragility curves, which provide the conditional probability of the demand (obtained by nonlinear dynamic analysis) exceeding the structural capacity for different structural damage limit states. Traditional approaches to evaluating fragility curves are time-consuming, mainly because of the relatively high computational cost of running several finite element-based models. Here, we present a computationally efficient scheme based on Machine Learning techniques to evaluate the application of artificial intelligence tools, such as Support Vector Machine, Decision Tree and Random Forest, for seismic vulnerability for structures situated in the northeastern region of Brazil. The fragility curves obtained by traditional approach and Machine Learning techniques were very similar.

Authors

Institutions

Publication Details

Journal
Revista IBRACON de Estruturas e Materiais
Published
2025-01-01
DOI
https://doi.org/10.1590/s1983-41952025000200008
Primary Topic
Seismic Performance and Analysis
Type
article
Field-Weighted Citation Impact
0.00

Funders

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

Seismic risk assessment of typical bridges in Northeastern Brazil through the application of Machine Learning methods

Gustavo Henrique Ferreira Cavalcante, Gustavo Henrique Siqueira, Lucas Filipe Da Ronch, Thiago Dias dos Santos et al.
Revista IBRACON de Estruturas e Materiais
Seismic Performance and Analysis
article

Seismic risk assessment of typical bridges in Northeastern Brazil through the application of Machine Learning methods

Gustavo Henrique Ferreira Cavalcante, Gustavo Henrique Siqueira, Lucas Filipe Da Ronch, Thiago Dias dos Santos, Eduardo Marques Vieira Pereira, Isabela Durci Rodrigues
article en

Abstract

Abstract Bridges are the most vulnerable components in a transportation system. Therefore, extraordinary events such as seismic activities should also be considered in bridge design. In Brazil, since the last few decades, representative earthquakes with magnitudes above 5 have been registered by the seismological center of the University of São Paulo (USP). The newest edition of the Brazilian regulation for seismic-resistant structure design, NBR 15421:2023, does not apply to special structures, such as bridges. It is not clear whether the existing infrastructure can resist seismic demands. This work aims to evaluate the vulnerability of a reinforced concrete bridge with typical geometry located in the northeast of Brazil, a region known for relatively high seismic activity in Brazilian territory. The structural system is composed of a “T” section deck supported by non-integral U-type or gravity abutments and by frames with two circular columns through elastomeric bearings. The seismic records were collected from the Pacific Earthquake Engineering Research Center, which is compatible with the target spectrum of the city of Natal/RN. The study of vulnerability is conducted through the assembly of fragility curves, which provide the conditional probability of the demand (obtained by nonlinear dynamic analysis) exceeding the structural capacity for different structural damage limit states. Traditional approaches to evaluating fragility curves are time-consuming, mainly because of the relatively high computational cost of running several finite element-based models. Here, we present a computationally efficient scheme based on Machine Learning techniques to evaluate the application of artificial intelligence tools, such as Support Vector Machine, Decision Tree and Random Forest, for seismic vulnerability for structures situated in the northeastern region of Brazil. The fragility curves obtained by traditional approach and Machine Learning techniques were very similar.

Revista IBRACON de Estruturas e MateriaisVol. 18(2)
Universidade de São Paulo (BR), Universidade Estadual de Campinas (UNICAMP) (BR), Universidade Presbiteriana Mackenzie (BR), Universidade Brasil (BR)
Fundação de Amparo à Pesquisa do Estado de São Paulo, Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Conselho Nacional de Desenvolvimento Científico e Tecnológico
Openalex Percentile: Top 89%
Seismic Performance and 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.