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Structural condition assessment of a bridge pier: A case study using experimental modal analysis and finite element model updating
Journal article   Open access

Structural condition assessment of a bridge pier: A case study using experimental modal analysis and finite element model updating

Qiang Mao, Matteo Mazzotti, John DeVitis, John Braley, Charles Young, Kurt Sjoblom, Emin Aktan, Franklin Moon and Ivan Bartoli
Structural control and health monitoring, v 26(1), pp 1-14
01 Jan 2019
url
https://doi.org/10.1002/stc.2273View
Published, Version of Record (VoR)Open Access (License Unspecified) Open

Abstract

Construction & Building Technology Engineering Engineering, Civil Instruments & Instrumentation Science & Technology Technology
Insufficient information on existing bridge substructures and foundations poses significant challenges for structural condition evaluation and can cause significant uncertainties for the safety and serviceability of bridges. Characterization and condition evaluation of bridges substructure and foundations will not only help to decrease the vulnerability to natural hazards but also provide opportunities for their reuse with considerable benefits. In this paper, the feasibility of leveraging structural identification techniques to characterize bridge substructures and foundations is investigated. A three-span simply supported bridge located in Mossy, West Virginia, USA, is used as a study case. Modal analysis and finite element model updating techniques are used to investigate and estimate the uncertainties and conditions of the substructure. Updated finite element model for this structure provides valuable information for bridge condition assessment and proves how structural identification is a viable tool for the case considered.

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Collaboration types
Domestic collaboration
Web of Science research areas
Construction & Building Technology
Engineering, Civil
Instruments & Instrumentation
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