Abstract
Road infrastructures systems are critical in many regions of Italy, counting thousands of bridges and viaducts that were built over several decades. A monitoring system is therefore necessary to monitor the health of these bridges and to indicate whether they need maintenance.
Different parameters affect the health of an infrastructure, but it would be very difficult to install a network of sensors of various kinds on each viaduct.
For this purpose, we want to finalize the use of geomatics technologies to monitor infrastructures for early warning issues and introducing automations in the data acquisition and processing phases.
This study describes an experimental sensor network system, based on long term monitoring in real-time while an adaptive neuro-fuzzy system is used to predict the deformations of GPS-bridge monitoring points.
The proposed system integrates different data (used to describe the various behaviour scenarios on the structural model), and then it reworks them through machine learning techniques, in order to train the network so that, once only the monitored parameters (displacements) have been entered as input data, it can return an alert parameter.
So, the purpose is to develop a real-time risk predictive system that can replicate various scenarios and capable to alert, in case of imminent hazards. The experimentation conducted in relation to the possibility of transmitting an alert parameter in real time (transmitted through the help of an experimental control unit) obtained by predicting the behavior of the structure using only displacement data during monitoring is particularly interesting.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Gentile, C., Cabboi, A.: Vibration-based structural health monitoring of stay cables by microwave remote sensing. Smart Struct. Syst. 16, 263–280 (2015)
Harris, D.K., Brooks, C.N., Ahlborn, T.M.: Synthesis of field performance of remote sensing strategies for condition assessment of inservice bridges in Michigan. J. Perform. Constr. Facil. 30, 04016027 (2016)
Vaghefi, K., et al.: Evaluation of commercially available remote sensors for highway bridge condition assessment. J. Bridge Eng. 17, 886–895 (2012)
Chen, S.-E., Liu, W., Dai, K., Bian, H., Hauser, E.: Remote sensing for bridge monitoring. In: Condition, Reliability, and Resilience Assessment of Tunnels and Bridges, vol. 214, pp. 118–125. Geotechnical Special Publication, Reston (2011)
Rytter, A.: Vibration BASED inspection of civil engineering structures. Department of Building Technology and Structural Engineering, Aalborg University, Denmark (1993)
Elnabwy, M.T., Kaloop, M.R., Elbeltagi, E.: Talkha steel highway bridge monitoring and movement identification using RTK-GPS technique. Measurement 46, 4282–4292 (2013)
Psimoulis, P.A., Stiros, S.C.: A supervised learning computer-based algorithm to derive the amplitude of oscillations of structures using noisy GPS and robotic theodolites (RTS) records. Comput. Struct. 92–93, 337–348 (2012)
Zhu, X.Q., Law, S.S.: Wavelet-based crack identification of bridge beam from operational deflection time history. Int. J. Solids Struct. 43, 2299–2317 (2006)
Zhang, W.W., Wang, Z.H., Ma, H.W.: Studies on wavelet packet-based crack detection for a beam under the moving load. Key Eng. Mater. 413–414, 285–290 (2009)
Hester, D., González, A.: A wavelet-based damage detection algorithm based on bridge acceleration response to a vehicle. Mech. Syst. Signal Process. 28, 145–166 (2012)
Bradley, M., González, A., Hester D.: Analysis of the structural response to a moving load using empirical mode decomposition, p. 117. Taylor & Francis, London (2010)
Huang, N.E., Huang, K., Chiang, W.-L.: HHT based bridge structural health-monitoring method. In: Hilbert-Huang Transform and Its Applications, pp. 263–287. World Scientific (2014)
González, A., Hester, D.: An investigation into the acceleration response of a damaged beam-type structure to a moving force. J. Sound Vib. 332, 3201–3217 (2013)
He, W., Zhu, S.: Moving load-induced response of damaged beam and its application in damage localization. J. Vib. Control 22, 3601–3617 (2016)
OBrien, E., Carey, C., Keenahan, J.: Bridge damage detection using ambient traffic and moving force identification. Struct. Control Health Monit. 22, 1396–1407 (2015)
Li, Z.H., Au, F.T.K.: Damage detection of a continuous bridge from response of a moving vehicle. Shock Vib. 2014, 1–7 (2014)
Park, J., Moon, D.-S., Spencer, B.F.: Neutral-axis identification using strain and acceleration measurements. In: The 2017 World Congress on Advances in Structural Engineering and Mechanics (ASEM 2017), Seoul, Korea (2017)
Sigurdardottir, D.H., Glisic, B.: Neutral axis as damage sensitive feature. Smart Mater. Struct. 22, 075030 (2013)
Sigurdardottir, D.H., Glisic, B.: Detecting minute damage in beam-like structures using the neutral axis location. Smart Mater. Struct. 23, 125042 (2014)
Sigurdardottir, D.H., Glisic, B.: The neutral axis location for structural health monitoring: an overview. J. Civ. Struct. Health Monit. 5(5), 703–713 (2015). https://doi.org/10.1007/s13349-015-0136-5
Ye, X., Jin, T., Yun, C.: A review on deep learning-based structural health monitoring of civil infrastructures. Smart Struct. Syst. 24(5), 567–585 (2019)
Barrile, V., Candela, G., Fotia, A.: Point cloud segmentation using image processing techniques for structural analysis. ISPRS Int. Arch. Photogramm. Remote Sens. Spat. Inf. Sci. XLII-2/W11, 187–193 (2019)
Barrile, V., Candela, G., Fotia, A., Bernardo, E.: UAV survey of bridges and viaduct: workflow and application. In: Misra, S., et al. (eds.) ICCSA 2019. LNCS, vol. 11622, pp. 269–284. Springer, Cham (2019). https://doi.org/10.1007/978-3-030-24305-0_21
Voutetaki, M.E., Papadopoulos, N.A., Angeli, G.M., Providakis, C.P.: Investigation of a new experimental method for damage assessment of RC beams failing in shear using piezoelectric transducers. Eng. Struct. 114, 226–240 (2016)
Karayannis, C.G., Voutetaki, M.E., Chalioris, C.E., Providakis, C.P., Angeli, G.M.: Detection of flexural damage stages for RC beams using Piezoelectric sensors (PZT). Smart Struct. Syst. 15, 997–1018 (2015)
Kaloop, M.R., Li, H.: Multi input-single output models identification of tower bridge movements using GPS monitoring system. Measurement 47, 531–539 (2014)
Chen, Y., Xue, X.: Advances in the structural health monitoring of bridges using piezoelectric transducers. Sensors 18, 4312 (2018)
Liao, W.I., Hsiao, F.P., Chiu, C.K., Ho, C.E.: Structural health monitoring and interface damage detection for infill reinforced concrete walls in seismic retrofit of reinforced concrete frames using piezoceramic-based transducers under the cyclic loading. Appl. Sci. 9, 312 (2019)
Moschas, F., Stiros, S.: Measurement of the dynamic displacements and of the modal frequencies of a short-span pedestrian bridge using GPS and an accelerometer. Eng. Struct. 33, 10–17 (2011)
Moschasa, F., Stiros, S.: Noise characteristics of short-duration, high frequency GPS-records. In: Advanced Mathematical and Computational Tools in Metrology and Testing. Series on Advances in Mathematics for Applied Sciences, vol. 84, pp. 284–291 (2012)
Matarazzo, T.J., Pakzad, S.N.: Scalable structural modal identification using dynamic sensor network data with STRIDEX. Comput. Aided Civ. Infrastruct. Eng. 33(1), 4–20 (2018)
Qu, K., Tang, H.S., Agrawal, A., Cai, Y., Jiang, C.B.: Numerical investigation of hydrodynamic load on bridge deck under joint action of solitary wave and current. Appl. Ocean Res. 75, 100–116 (2018). https://doi.org/10.1016/j.apor.2018.02.020
Wu, D., Yuan, C., Kumfera, W., Liu, H.: A life-cycle optimization model using semi-Markov process for highway bridge maintenance. Appl. Math. Model. 43, 45–60 (2017)
Fukuda, Y., Feng, M.Q., Narita, Y., Kaneko, S., Tanaka, T.: Vision-based displacement sensor for monitoring dynamic response using robust object search algorithm. IEEE Sens. J. 13, 4725–4732 (2013)
Lydon, D., Lydon, M., Taylor, S., Del Rincon, J.M., Hester, D., Brownjohn, J.: Development and field testing of a vision-based displacement system using a low cost wireless action camera. Mech. Syst. Signal Process. 121, 343–358 (2019). ISSN 0888-3270
Pucinotti, R., Fiordaliso, G.: Multi-span steel-concrete bridges with anti-seismic devices: a case study. Front. Built Environ. 72, 1–15 (2019)
Li, S., Zuo, X., Li, Z., Wang, H.: Applying deep learning to continuous bridge deflection detected by fiber optic gyroscope for damage detection. Sensors 20(3), 911 (2020)
Matarazzo, T.J., Pakzad, S.N.: Structural identification for mobile sensing with missing observations. J. Eng. Mech. 142(5), 04016021 (2016)
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2020 Springer Nature Switzerland AG
About this paper
Cite this paper
Barrile, V., Fotia, A., Bernardo, E., Bilotta, G., Modafferi, A. (2020). Road Infrastructure Monitoring: An Experimental Geomatic Integrated System. In: Gervasi, O., et al. Computational Science and Its Applications – ICCSA 2020. ICCSA 2020. Lecture Notes in Computer Science(), vol 12252. Springer, Cham. https://doi.org/10.1007/978-3-030-58811-3_46
Download citation
DOI: https://doi.org/10.1007/978-3-030-58811-3_46
Published:
Publisher Name: Springer, Cham
Print ISBN: 978-3-030-58810-6
Online ISBN: 978-3-030-58811-3
eBook Packages: Computer ScienceComputer Science (R0)