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A review of bridge health monitoring based on machine learning

Emad Soltani, BEng, Ehsan Ahmadi, PhD, Florimond Gueniat, PhD, Mohammad Reza Salami, PhD

Proceedings of the Institution of Civil Engineers - Bridge Engineering (2025) 178 (1): 84–94.

https://doi.org/10.1680/jbren.22.00030

Published: 29 January 2025

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Journal Articles

Application of couple sparse coding in smart damage detection of truss bridges

Milad Fallahian, PhD, Ehsan Ahmadi, PhD, Saeid Talaei, MSc, Faramarz Khoshnoudian, PhD, Mohammad M. Kashani, PhD

Proceedings of the Institution of Civil Engineers - Bridge Engineering (2025) 178 (1): 27–35.

https://doi.org/10.1680/jbren.22.00017

Published: 29 January 2025

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Seismic assessment of a railway masonry arch bridge using sensor-based model updating

Mosabreza Tajali, BSc, MSc, PhD, Shervan Ataei, BSc, MSc, PhD, Amin Miri, BSc, MSc, PhD, Ehsan Ahmadi, BSc, MSc, PhD, Mohammad M. Kashani, BSc, MSc, PhD

Proceedings of the Institution of Civil Engineers - Bridge Engineering (2025) 178 (1): 3–14.

https://doi.org/10.1680/jbren.22.00019

Published: 29 January 2025

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Journal Articles

Seismic performance of resilient self-centring bridge piers equipped with SMA bars

Sedef Kocakaplan Sezgin, PhD, Ehsan Ahmadi, PhD, Mohammad M. Kashani, PhD

Proceedings of the Institution of Civil Engineers - Bridge Engineering (2025) 178 (3): 248–261.

https://doi.org/10.1680/jbren.23.00027

Published: 22 April 2024

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Journal Articles

Lateral dynamic bridge deck–pier interaction for ultra-high-speed Hyperloop train loading

Ehsan Ahmadi, PhD, Nicholas A. Alexander, PhD, Mohammad M. Kashani, PhD

Proceedings of the Institution of Civil Engineers - Bridge Engineering (2020) 173 (3): 198–206.

https://doi.org/10.1680/jbren.19.00011

Published: 08 November 2019

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A review of bridge health monitoring based on machine learning

Application of couple sparse coding in smart damage detection of truss bridges

Seismic assessment of a railway masonry arch bridge using sensor-based model updating

Seismic performance of resilient self-centring bridge piers equipped with SMA bars

Lateral dynamic bridge deck–pier interaction for ultra-high-speed Hyperloop train loading

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