Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations

The role of abutments on the seismic vulnerability of bridges has been relatively little studied in geotechnical literature. To cover this gap, 3D numerical simulations were herein performed, by studying the seismic performance of three single-span bridge configurations. The numerical models used Op...

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Main Author: Davide Forcellini
Format: Article
Language:English
Published: MDPI AG 2022-08-01
Series:Geosciences
Subjects:
Online Access:https://www.mdpi.com/2076-3263/12/9/316
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author Davide Forcellini
author_facet Davide Forcellini
author_sort Davide Forcellini
collection DOAJ
description The role of abutments on the seismic vulnerability of bridges has been relatively little studied in geotechnical literature. To cover this gap, 3D numerical simulations were herein performed, by studying the seismic performance of three single-span bridge configurations. The numerical models used OpenSees to account the effects due to soil structure interaction between the deck and the abutments. In particular, advanced materials were implemented to model the non-linear hysteresis and plasticity that are responsible for soil deformations and, thus, structural damage. A probabilistic-based approach was considered and analytical fragility curves were developed to account modeling uncertainties. The role of bridge deformability was investigated by considering several limit states based on the calculation of the longitudinal displacements of the deck.
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spelling doaj.art-3b2b918a05884100b05d1c3ef3d875302023-11-23T16:26:40ZengMDPI AGGeosciences2076-32632022-08-0112931610.3390/geosciences12090316Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical SimulationsDavide Forcellini0Faculty of Civil Engineering, University of San Marino, Via Consiglio dei Sessanta 99, 47890 Serravalle, San MarinoThe role of abutments on the seismic vulnerability of bridges has been relatively little studied in geotechnical literature. To cover this gap, 3D numerical simulations were herein performed, by studying the seismic performance of three single-span bridge configurations. The numerical models used OpenSees to account the effects due to soil structure interaction between the deck and the abutments. In particular, advanced materials were implemented to model the non-linear hysteresis and plasticity that are responsible for soil deformations and, thus, structural damage. A probabilistic-based approach was considered and analytical fragility curves were developed to account modeling uncertainties. The role of bridge deformability was investigated by considering several limit states based on the calculation of the longitudinal displacements of the deck.https://www.mdpi.com/2076-3263/12/9/316seismic vulnerabilityabutmentsanalytical fragility curvesnumerical simulationsOpenSees
spellingShingle Davide Forcellini
Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations
Geosciences
seismic vulnerability
abutments
analytical fragility curves
numerical simulations
OpenSees
title Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations
title_full Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations
title_fullStr Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations
title_full_unstemmed Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations
title_short Assessment of the Seismic Vulnerability of Bridge Abutments with 3D Numerical Simulations
title_sort assessment of the seismic vulnerability of bridge abutments with 3d numerical simulations
topic seismic vulnerability
abutments
analytical fragility curves
numerical simulations
OpenSees
url https://www.mdpi.com/2076-3263/12/9/316
work_keys_str_mv AT davideforcellini assessmentoftheseismicvulnerabilityofbridgeabutmentswith3dnumericalsimulations