Reliability-based structural assessment of steel truss bridges subjected to failure scenarios Article Swipe
Santiago López
,
Brais Barros
,
Manuel Buitrago
,
Oswaldo Morales‐Nápoles
,
José M. Adam
,
B. Riveiro
·
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.1016/j.engstruct.2025.120850
YOU?
·
· 2025
· Open Access
·
· DOI: https://doi.org/10.1016/j.engstruct.2025.120850
Economic losses of bridge failures can mount to millions of dollars per day and spiral quickly. In particular, steel truss bridges are highly vulnerable to member failures, which, if propagated, can cause severe disruptions to the entire system. The vulnerability of these structures has been underscored in recent bridge collapses, which were initiated by the propagation of localised member failures (e.g., I-35W Mississippi Bridge). This paper proposes a methodology for the structural assessment of member failure scenarios in steel truss bridges. A quantitative index (SoD) is proposed to evaluate the consequences of member failures in all bridge elements. The methodology includes a Bayesian Network that captures the relationship between load models and structural responses. Additionally, the methodology integrates Extreme Value Analysis and computes the expected SoD for a 100-year return period. Two complementary approaches are suggested for the analysis of the member failure scenarios. The first approach focuses on the failure scenario itself, examining the post-failure effects in all bridge elements. The second approach evaluates the response of individual elements to various failure scenarios, allowing an indepth understanding of how different member failures influence specific bridge elements. The methodology has been tested on a railway steel truss bridge in which eleven member failures were simulated. Results allowed to identify the level of significance for the scenarios, providing insights to guide SHM strategies, prioritise interventions and optimise maintenance efforts. This work aims to simplify engineering efforts and support bridge management entities in their crucial fight to improve the bridge’s structural safety.
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Metadata
- Type
- article
- Language
- en
- Landing Page
- https://doi.org/10.1016/j.engstruct.2025.120850
- OA Status
- hybrid
- Cited By
- 2
- References
- 93
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- OpenAlex ID
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All OpenAlex metadata
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https://openalex.org/W4411633523Canonical identifier for this work in OpenAlex
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https://doi.org/10.1016/j.engstruct.2025.120850Digital Object Identifier
- Title
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Reliability-based structural assessment of steel truss bridges subjected to failure scenariosWork title
- Type
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articleOpenAlex work type
- Language
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enPrimary language
- Publication year
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2025Year of publication
- Publication date
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2025-06-25Full publication date if available
- Authors
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Santiago López, Brais Barros, Manuel Buitrago, Oswaldo Morales‐Nápoles, José M. Adam, B. RiveiroList of authors in order
- Landing page
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https://doi.org/10.1016/j.engstruct.2025.120850Publisher landing page
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YesWhether a free full text is available
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hybridOpen access status per OpenAlex
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https://doi.org/10.1016/j.engstruct.2025.120850Direct OA link when available
- Concepts
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Truss, Structural engineering, Reliability (semiconductor), Structural reliability, Engineering, Truss bridge, Reliability engineering, Structural failure, Forensic engineering, Computer science, Probabilistic logic, Artificial intelligence, Power (physics), Quantum mechanics, PhysicsTop concepts (fields/topics) attached by OpenAlex
- Cited by
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2Total citation count in OpenAlex
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2025: 2Per-year citation counts (last 5 years)
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10Other works algorithmically related by OpenAlex
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