Technical Papers
Jul 13, 2021

Lifetime Resilience Measurement of River-Crossing Bridges with Scour Countermeasures under Multiple Hazards

Publication: Journal of Engineering Mechanics
Volume 147, Issue 9

Abstract

River-crossing bridges are often subject to multiple hazards, including foundation scour, seismic attacks, and environmental degradation. When river-crossing bridges are in service, they should be restored rapidly after any disruption over their lifetime. To achieve this resilient quality, it is necessary to assess the system resilience subjected to multihazard impacts and the beneficial effects of any retrofitting or hazard-countermeasure in a lifetime context. To river-crossing bridges, one important intervention is to implement scour countermeasures. This study presents a probabilistic framework to quantify the lifetime system resilience of river-crossing bridges subject to multiple hazards. Notably, the framework is designed to reveal how progressive and abrupt hazards interact and result in resilience degradation and how scour countermeasures contribute to resilience enhancement. Experimental outcomes reveal the positive and distinct effects of implementing scour countermeasures at different times. The proposed framework is expected to assist civil engineers in conducting lifecycle management of river-crossing bridges that are subject to hydraulic scour and demand timely countermeasures.

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Data Availability Statement

Some or all data, models, or codes that support the findings of this study are available from the corresponding author upon reasonable request. These include the Matlab version R2018a and Opensees based codes for modeling, data processing, and part of simulation data for analysis in this effort.

Acknowledgments

This material is partially based upon work supported by the National Science Foundation (NSF) under Award No. IIA-1355406. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of NSF.

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Journal of Engineering Mechanics
Volume 147Issue 9September 2021

History

Received: Sep 1, 2020
Accepted: Mar 1, 2021
Published online: Jul 13, 2021
Published in print: Sep 1, 2021
Discussion open until: Dec 13, 2021

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Mostafa Badroddin, A.M.ASCE [email protected]
Ph.D. Candidate, Dept. of Civil and Mechanical Engineering, Univ. of Missouri Kansas City, 5110 Rockhill Rd., Kansas City, MO 64110; Postdoctoral Fellow, Dept. of Civil Engineering, Lakehead Univ., 955 Oliver Rd., Thunder Bay, ON P7B 5E1. Email: [email protected]; [email protected]
Associate Professor, Dept. of Civil and Mechanical Engineering, Univ. of Missouri Kansas City, 5110 Rockhill Rd., Kansas City, MO 64110 (corresponding author). ORCID: https://orcid.org/0000-0002-0793-0089. Email: [email protected]

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Cited by

  • Invited perspectives: Challenges and future directions in improving bridge flood resilience, Natural Hazards and Earth System Sciences, 10.5194/nhess-22-795-2022, 22, 3, (795-812), (2022).
  • Lifetime Resilience Migration Quantification Using Nonparametric Distance Metrics and Application for River-Crossing Bridges, ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering, 10.1061/AJRUA6.0001208, 8, 1, (2022).
  • Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations, Journal of Structural Engineering, 10.1061/(ASCE)ST.1943-541X.0003370, 148, 6, (2022).

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