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Author

Apurba Pal

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Aug 2026

Artificial neural network-based approach for structural health monitoring of earthquake-affected industrial structures

The purpose of this study is to develop a reliable and rapid method for seismic damage detection in industrial structures using artificial neural networks (ANN). Industrial buildings often lack traditional seismic-resistant elements like shear walls, making them more vulnerable to earthquake-induced damage. Due to the difficulty of visually identifying internal structural damage, this research aims to offer a robust AI-based solution for detecting and evaluating such damage efficiently. The proposed approach facilitates post-earthquake safety assessment and structural integrity evaluation through rapid prediction of critical design parameters. This study employs a feed-forward multi-layer ANN model trained on earthquake ground motion data and structural response outputs obtained via finite element simulations of a reinforced concrete (RC) industrial building. The ANN maps real-time seismic input parameters to essential structural design variables, such as inter-storey drift and maximum displacement. The model is designed to provide quick and accurate estimations of structural damage, enabling post-earthquake evaluations. The approach integrates numerical modeling and AI to build a predictive tool for structural health monitoring in seismic environments. The ANN model demonstrated high accuracy and efficiency in predicting key structural responses under seismic loading. The trained network successfully identified critical post-earthquake parameters, such as maximum displacement and inter-storey drift, indicating its suitability for rapid seismic health assessments. Results confirmed the model's capability to localize and quantify potential damage in industrial structures that lack traditional seismic reinforcements. The approach is both time-efficient and cost-effective, showing potential for large-scale implementation in structural health monitoring systems for industrial infrastructure. This research introduces a novel ANN-based framework tailored specifically for seismic damage detection in industrial structures – a domain where SHM applications are limited. Unlike conventional methods, this approach enables real-time monitoring and rapid post-earthquake evaluation without reliance on labor-intensive inspections. By combining AI techniques with numerical simulations, the model provides a practical solution for enhancing seismic resilience and safety in industrial facilities. Its ability to predict critical structural parameters with minimal computation time offers significant value for emergency response, structural retrofitting decisions and disaster preparedness strategies.

T. Ekambaram, G. Raj, A. Datta et al. · 0 citations
Jul 2026

Wind-structure interaction data-trained predictive neural-network model for wind-induced buckling of ground-supported, unstiffened, open-top, cylindrical steel-tank

To aid the design of empty, open-top, unstiffened, ground-supported, steel cylindrical-tanks against wind-induced buckling, this study proposes a fast and innovative artificial neural network (ANN) to predict buckling load-multiplier, assessing the protective effects of geometric aspect ratios of tank and fill level, based on stability analysis. A multiphysics system coupling has been utilized to perform finite element methodology-based one-way wind-structure interaction analysis by joining computational fluid dynamics and structural mechanics (eigenvalue buckling) solvers. The accuracy of the numerical model is ensured through experimental and theoretical validations. Basic wind speed (Vb), tank diameter (D), filling height to tank height (HF/H), tank height to diameter (H/D) and tank radius to wall thickness (r/t) ratios have been varied as inputs for studying the wind-induced buckling through buckling load multiplier (λ). Four different stability conditions, namely safe stability (λ>2), low stability (1<λ ≤ 2), critical stability (λ≈1) and instability (λ<1) are observed based on load-multiplier values. An economically safe buckling capacity is observed for H/D ratios of 0.5 and ≥ 0.75 up to 1.0 in 75% filled tanks with diameters of 15m and 20m with r/t ratios of 1,000 and 750, respectively. An empty tank with H/D ≤ 0.25 is completely safe against wind-induced buckling when r/t ratio 750 and 1,000 are ensured, respectively for tank diameter ≤ 15m and 20m. ANN has been trained efficiently with ≥ 60% data from the multiphysics analyses, which showcased 97.03% accuracy for assessing the buckling load multiplier of unstiffened, open-top, steel tank against wind-induced buckling. The developed ANN model can predict the required fluid level inside the unstiffened tank to maintain its stability against wind-induced buckling, based on the velocity of an impending storm and the tank’s geometrical features.

Soumya Mukherjee, Dilip Kumar Singha Roy, Apurba Pal · 0 citations

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