Signal processing methods for structural health monitoring of bridges: a comprehensive review of classical, data-driven, and hybrid approaches
P. Khosravi Hajivand , S. M. M. Emami , A. Safaeimehr , H. Hosseini , S. Mahboubi
Advances in Bridge Engineering ›› 2026, Vol. 7 ›› Issue (1) : 20
Signal processing is crucial for bridge Structural Health Monitoring (SHM), mainly because bridges face constant changes in traffic loads, temperature cycles, and environmental factors along with seismic events, making it difficult to interpret their structural responses. A four-stage bibliometric process identified 201 studies focused on bridges, which were validated in Scopus and Web of Science to ensure relevance and citation quality. These studies cover a variety of bridge types and discuss different sensing setups, preprocessing methods, feature extraction techniques, and interpretive models used in practice. Traditional signal-processing methods form the foundation for modal identification, vibration-based condition assessment, and long-term tracking of stiffness changes. At the same time, learning-based frameworks are gaining the potential to predict nonlinear structural behaviors and mitigate the complex effects of temperature, traffic variability, and environmental impacts that often mask damage indicators. A keyword co-occurrence analysis highlights growing interest in fiber-optic sensing, vision-based inspection, hybrid data-fusion schemes, and ecological compensation strategies to fill gaps in monitoring. Despite these advances, ongoing challenges include limited large-scale field validation, poor interpretability of machine learning models, and a lack of standardized datasets for benchmarking algorithm performance. This review offers a broad overview of how signal-processing techniques for bridge SHM have developed from 1985 to 2025, spanning traditional analytical methods to modern data-driven and learning-based approaches. It categorizes the selected studies into a clear taxonomy linking sensing methods, signal-processing workflows, and diagnostic models. As a result, it underscores the practical strengths and limitations of traditional, data-driven, and hybrid approaches in bridge applications.
| [1] |
|
| [2] |
|
| [3] |
Ahmadi, H. R., Mahdavi, N., & Bayat, M. (2021). A novel damage identification method based on short time Fourier transform and a new efficient index. Structures, |
| [4] |
|
| [5] |
Aktan, A., Lee, K., Chuntavan, C., & Aksel, T. (1994). Modal testing for structural identification and condition assessment of constructed facilities. Proceedings-spie the International Society for Optical Engineering, |
| [6] |
Al-Hijazeen, A. Z. a. O., Fawad, M., Gerges, M., Koris, K., & Salamak, M. (2023). Implementation of digital twin and support vector machine in structural health monitoring of bridges. Archives of Civil Engineering, 31–47–31–47. |
| [7] |
Allen, J. (1997). Short term spectral analysis, synthesis, and modification by discrete Fourier transform. IEEE Trans. on Acoust., Speech, and Sig. Proc., |
| [8] |
|
| [9] |
|
| [10] |
|
| [11] |
|
| [12] |
|
| [13] |
|
| [14] |
|
| [15] |
|
| [16] |
|
| [17] |
|
| [18] |
|
| [19] |
Banerjee, S., & Saravanan, T. J. (2025). Enhanced structural damage detection using computer vision and stochastic subspace analysis within a Bayesian framework. Structural Health Monitoring, 14759217251357232. |
| [20] |
|
| [21] |
|
| [22] |
|
| [23] |
|
| [24] |
|
| [25] |
|
| [26] |
|
| [27] |
Bornn, L., Farrar, C. R., Park, G., & Farinholt, K. (2009). Structural health monitoring with autoregressive support vector machines. |
| [28] |
|
| [29] |
|
| [30] |
|
| [31] |
|
| [32] |
Chencho, Li, J., Hao, H., Wang, R., & Li, L. (2021). Development and application of random forest technique for element level structural damage quantification. Structural Control and Health Monitoring, 28(3), e2678. |
| [33] |
|
| [34] |
|
| [35] |
|
| [36] |
|
| [37] |
|
| [38] |
Crema, L. B., Castellani, A., & Coppotelli, G. (1995). Generalization of non destructive damage evaluation using modal parameters. PROCEEDINGS-SPIE THE INTERNATIONAL SOCIETY FOR OPTICAL ENGINEERING, |
| [39] |
|
| [40] |
|
| [41] |
|
| [42] |
|
| [43] |
|
| [44] |
Doebling, S. W., Farrar, C. R., Prime, M. B., & Shevitz, D. W. (1996). Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: a literature review. |
| [45] |
|
| [46] |
|
| [47] |
|
| [48] |
|
| [49] |
|
| [50] |
V. Ewald, R. M. G., R. Benedictus. (2019). DeepSHM: A deep learning approach for structural health monitoring based on guided Lamb wave technique. Sensors and Smart Structures Technologies for Civil, Mechanical, and Aerospace Systems 2019 (Conference), 10970. https://doi.org/10.1117/12.2506794 |
| [51] |
|
| [52] |
|
| [53] |
|
| [54] |
|
| [55] |
|
| [56] |
|
| [57] |
|
| [58] |
|
| [59] |
|
| [60] |
Ge, Q., Li, C., & Yang, F. (2025). Research on the application of deep learning algorithm in the damage detection of steel structures. Ieee Access. |
| [61] |
|
| [62] |
|
| [63] |
|
| [64] |
Ghiasi, A., Ng, C.-T., & Sheikh, A. H. (2022). Damage detection of in-service steel railway bridges using a fine k-nearest neighbor machine learning classifier. Structures, |
| [65] |
Golub, G. H., & Reinsch, C. (1971). Singular value decomposition and least squares solutions. In Linear algebra (pp. 134–151). Springer. |
| [66] |
|
| [67] |
|
| [68] |
|
| [69] |
|
| [70] |
|
| [71] |
|
| [72] |
Hielscher, T., Khalil, S., Virgona, N., & Hadigheh, S. (2023). A neural network based digital twin model for the structural health monitoring of reinforced concrete bridges. Structures, |
| [73] |
|
| [74] |
|
| [75] |
Z. Hou, M. N., R. St. Amand. (2000). Wavelet-Based Approach for Structural Damage Detection. American Society of Civil Engineers (ASCE). https://https://doi.org/10.1061/(asce)0733-9399(2000)126:7(677) |
| [76] |
|
| [77] |
|
| [78] |
|
| [79] |
|
| [80] |
|
| [81] |
|
| [82] |
|
| [83] |
|
| [84] |
|
| [85] |
|
| [86] |
Kiranyaz, S., Ince, T., Abdeljaber, O., Avci, O., & Gabbouj, M. (2019). 1-D convolutional neural networks for signal processing applications. ICASSP 2019–2019 IEEE International Conference on Acoustics, Speech and Signal Processing (ICASSP), |
| [87] |
Kouchaki, M., Salkhordeh, M., Mashayekhi, M., Mirtaheri, M., & Amanollah, H. (2023). Damage detection in power transmission towers using machine learning algorithms. Structures, |
| [88] |
|
| [89] |
|
| [90] |
|
| [91] |
|
| [92] |
Lema-Condo, E. L., Bueno-Palomeque, F. L., Castro-Villalobos, S. E., Ordonez-Morales, E. F., & Serpa-Andrade, L. J. (2017). Comparison of wavelet transform symlets (2–10) and daubechies (2–10) for an electroencephalographic signal analysis. 2017 IEEE XXIV International Conference on Electronics, Electrical Engineering and Computing (INTERCON), |
| [93] |
|
| [94] |
|
| [95] |
|
| [96] |
|
| [97] |
|
| [98] |
|
| [99] |
|
| [100] |
|
| [101] |
|
| [102] |
|
| [103] |
|
| [104] |
|
| [105] |
Ma, Q., Xu, J., Gao, X., & Liu, M. (2025). Structural damage localization based on wavelet packet analysis under varying environment effects. Journal of Civil Structural Health Monitoring, 1–21. |
| [106] |
|
| [107] |
|
| [108] |
|
| [109] |
|
| [110] |
|
| [111] |
|
| [112] |
|
| [113] |
|
| [114] |
|
| [115] |
Meneghetti, U., & Maggiore, A. (1994). Crack detection by sensitivity analysis. PROCEEDINGS-SPIE THE INTERNATIONAL SOCIETY FOR OPTICAL ENGINEERING, |
| [116] |
|
| [117] |
|
| [118] |
|
| [119] |
|
| [120] |
|
| [121] |
|
| [122] |
|
| [123] |
|
| [124] |
|
| [125] |
Nair, K. K., & Kiremidjian, A. S. (2009). Derivation of a damage sensitive feature using the Haar wavelet transform. |
| [126] |
|
| [127] |
|
| [128] |
|
| [129] |
|
| [130] |
|
| [131] |
|
| [132] |
|
| [133] |
|
| [134] |
|
| [135] |
|
| [136] |
|
| [137] |
|
| [138] |
|
| [139] |
|
| [140] |
|
| [141] |
|
| [142] |
|
| [143] |
|
| [144] |
Shahrivar, F., & Bouwkamp, J. (1986). Damage detection in offshore platforms using vibration information. |
| [145] |
|
| [146] |
|
| [147] |
|
| [148] |
|
| [149] |
|
| [150] |
|
| [151] |
|
| [152] |
|
| [153] |
Stubbs, N. (1987). A general theory of non-destructive damage detection in structures. Structural Control: Proceedings of the Second International Symposium on Structural Control, University of Waterloo, Ontario, Canada, July 15–17, 1985, |
| [154] |
|
| [155] |
|
| [156] |
|
| [157] |
|
| [158] |
|
| [159] |
|
| [160] |
|
| [161] |
|
| [162] |
|
| [163] |
|
| [164] |
|
| [165] |
|
| [166] |
|
| [167] |
|
| [168] |
|
| [169] |
Wei, D., Bovik, A. C., & Evans, B. L. (1997). Generalized coiflets: a new family of orthonormal wavelets. Conference Record of the Thirty-First Asilomar Conference on Signals, Systems and Computers (Cat. No. 97CB36136), |
| [170] |
|
| [171] |
|
| [172] |
|
| [173] |
|
| [174] |
|
| [175] |
|
| [176] |
|
| [177] |
|
| [178] |
|
| [179] |
|
| [180] |
|
| [181] |
|
| [182] |
|
| [183] |
|
| [184] |
|
| [185] |
|
| [186] |
|
| [187] |
|
| [188] |
|
| [189] |
|
| [190] |
|
| [191] |
|
| [192] |
|
| [193] |
Zhang, L., Li, Z., & Su, X. (2002). Crack detection in beams by wavelet analysis (Vol. 4537). SPIE. https://doi.org/10.1117/12.468829 |
| [194] |
|
| [195] |
|
| [196] |
|
| [197] |
|
| [198] |
|
| [199] |
|
| [200] |
|
| [201] |
|
| [202] |
|
| [203] |
Mahboubi S, Shiravand MR (2019) A Proposed Input Energy-Based Damage Index for RC Bridge Piers, Journal of Bridge Engineering, 24(1): 1–19. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001326. |
| [204] |
Mahboubi S and Shiravand MR (2019), “Seismic Evaluation of Bridge Bearings Based on Damage Index,” Bulletin of Earthquake Engineering. https://doi.org/10.1007/s10518-019-00614-3. |
| [205] |
Mahboubi S and Shiravand MR (2019), “Failure Assessment of Skew RC Bridges with FRP Piers Based on Damage Indices,” Engineering Failure Analysis. https://doi.org/10.1016/j.engfailanal.2019.02.010. |
| [206] |
Mahboubi S and Kioumarsi M (2021), “Damage Assessment of RC Bridges Considering Joint Impact of Corrosion and Seismic Loads: A Systematic Literature Review,” Construction and Building Materials. https://doi.org/10.1016/j.conbuildmat.2021.123662. |
| [207] |
Mahmoudi, H., Bitaraf, M., Salkhordeh, M., & Soroushian, S. (2023). A rapid machine learning-based damage detection algorithm for identifying the extent of damage in concrete shear-wall buildings. Structures, |
The Author(s)
/
| 〈 |
|
〉 |