High-dimensional reliability analysis of guyed transmission towers via deep learning and progressive collapse simulation

This paper presents a reliability assessment of a guyed transmission line tower (TLT) using a high-fidelity progressive collapse model. The simulation captures critical nonlinearities, including geometric and material effects, eccentricities, bolt slippage, and stiffness degradation. Since each evaluation can require up to five days, an active learning framework (AL-SNDGPR) is proposed to make this high-fidelity assessment computationally feasible. This methodology utilises spectral normalisation (SN) to enhance surrogate stability, effectively overcoming the ‘curse of dimensionality’ encountered by conventional methods like AK-MCS. Verified against an 80-variable analytical benchmark, the framework is applied to a Brazilian guyed tower with 30 random variables. Results show that the integration of SN significantly reduces prediction uncertainty. Furthermore, global sensitivity analysis quantitatively proves wind speed dominance while revealing that structural parameters with low coefficients of variation contribute significantly to the failure variance. This study demonstrates that advanced surrogate modelling is essential for evaluating the true safety margins of complex infrastructure using computationally intensive models.

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Publication Details

Journal
Structure and Infrastructure Engineering
Published
2026-06-25
DOI
https://doi.org/10.1080/15732479.2026.2691752
Primary Topic
Vibration and Dynamic Analysis
Type
article
Field-Weighted Citation Impact
0.00

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article

High-dimensional reliability analysis of guyed transmission towers via deep learning and progressive collapse simulation

Leandro Fleck Fadel Miguel, Michael D. Todd, Gabriel Padilha Alves, Rafael Holdorf Lopez
Structure and Infrastructure Engineering
Vibration and Dynamic Analysis
article

High-dimensional reliability analysis of guyed transmission towers via deep learning and progressive collapse simulation

Leandro Fleck Fadel Miguel, Michael D. Todd, Gabriel Padilha Alves, Rafael Holdorf Lopez
article en

Abstract

This paper presents a reliability assessment of a guyed transmission line tower (TLT) using a high-fidelity progressive collapse model. The simulation captures critical nonlinearities, including geometric and material effects, eccentricities, bolt slippage, and stiffness degradation. Since each evaluation can require up to five days, an active learning framework (AL-SNDGPR) is proposed to make this high-fidelity assessment computationally feasible. This methodology utilises spectral normalisation (SN) to enhance surrogate stability, effectively overcoming the ‘curse of dimensionality’ encountered by conventional methods like AK-MCS. Verified against an 80-variable analytical benchmark, the framework is applied to a Brazilian guyed tower with 30 random variables. Results show that the integration of SN significantly reduces prediction uncertainty. Furthermore, global sensitivity analysis quantitatively proves wind speed dominance while revealing that structural parameters with low coefficients of variation contribute significantly to the failure variance. This study demonstrates that advanced surrogate modelling is essential for evaluating the true safety margins of complex infrastructure using computationally intensive models.

Structure and Infrastructure Engineering
University of California San Diego (US), Universidade Federal de Santa Catarina (BR)
Coordenação de Aperfeiçoamento de Pessoal de Nível Superior, Conselho Nacional de Desenvolvimento Científico e Tecnológico
Industry, innovation and infrastructure
Openalex Percentile: Top 7%
Vibration and Dynamic Analysis
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High-dimensional reliability analysis of guyed transmission towers via deep learning and progressive collapse simulation — Leandro Fleck Fadel Miguel, Michael D. Todd, et al. · Structure and Infrastructure Engineering (2026) | TGRS Research Map | TGRS