Abstract
The work presents the inter-disciplinary multi-year project focused on the permanent seismic monitoring of a historical structure, the Basilica S. Maria di Collemaggio, by means of an advanced wireless sensor network. Considered among the architectural masterpieces of the Italian Romanesque, the structural behaviour of the monumental masonry church is strongly debated after the heavy damages and the partial collapse that occurred during the 2009 L’Aquila earthquake. From the perspective of information technology, critical issues in the wireless data acquisition and communication are analysed. The sensor network design, deployment and performance are discussed with respect to the high-demanding service requirements—as well as the non-negligible management costs—specifically related to the long-term monitoring of a monumental masonry structure in a seismic area. From the perspective of experimental signal analysis, the acceleration data collected during a 3-year period of seismic monitoring are analysed in the frequency and time domains. The results allow the clear detection of complex interactions between the masonry structures and some of the temporary protective installations. Stochastic subspace identification procedures are applied, with critical analysis of their effectiveness in the assessment of reliable modal models from the building response to real seismic events. Finally, the robustness of the modal identification obtained from the structural responses to different near- and far-field micro-earthquakes is discussed, with the aid of numerical models of the damaged and protected church configuration.
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References
Akyldiz IF, Su W, Sankarasubramaniam Y, Cayirci E (2002) Wireless sensor networks: a survey. Comput Netw 38:393–422
Spencer BF, Ruiz-Sandoval Manuel E, Kurata N (2004) Smart sensing technology: opportunities and challenges. Struct Control Health Monit 11:349–368
Lynch JP, Loh K (2006) A summary review of wireless sensors and sensor networks for structural health monitoring. Shock Vib 38(2):91–128
Spencer BF, Chung-Bang Y (eds) (2010) Wireless sensor advances and applications for civil infrastructure monitoring, Newmark Structural Engineering Laboratory Report Series, No. 24. University of Illinois at Urbana-Champaign, Illinois. http://hdl.handle.net/2142/16434, 14 July 2010
Zonta D, Wu H, Pozzi M, Zanon P, Ceriotti M, Mottola L, Picco GP, Murphy AL, Guna S, Corrà M (2010) Wireless sensor networks for permanent health monitoring of historic buildings. Smart Struct Syst 6(5–6):595–618
Rice JA, Mechitov KA, Sim SH, Spencer BF Jr, Agha GA (2011) Enabling framework for structural health monitoring using smart sensors. Struct Control Health Monit 18:574–587
Linderman LE, Mechitov KA, Spencer BF Jr (2013) TinyOS-based real-time wireless data acquisition framework for structural health monitoring and control. Struct Control Health Monit 20(6):1007–1020
Capecchi D, Rega G, Vestroni F (1980) A study of the effect of stiffness distribution on nonlinear seismic response of multi-degree-of-freedom structures. Eng Struct 2:244–252
Beck JL, Jennings PC (1980) Structural identification using linear models and earthquake records. Earthq Eng Struct Dyn 8(2):145–160
Juang JN, Pappa RS (1985) An eigensystem realization algorithm for model parameter identification and model reduction. J Guid Control Dyn 8(5):620–627
Ghanem R, Shinozuka M (1995) Structural-system identification. I: theory, II: experimental verification. J Eng Mech ASCE 121(2):255–273
Van Overschee P, De Moor B (1996) Subspace identification for linear systems: theory-implementation-applications. Kluwer, Dordrecht
Lus H, Betti R, Longman RW (1999) Identification of linear structural systems using earthquake-induced vibration data. Earthq Eng Struct Dyn 28(11):1449–1467
Peeters B, De Roeck G (1999) Reference-based stochastic subspace identification for output-only modal analysis. Mech Syst Signal Process 13(6):855–878
Peeters B, De Roeck G (2001) Stochastic system identification for operational modal analysis: a review. J Dyn Syst Meas Contr 123(12):659–667
Antonacci E, De Stefano A, Gattulli V, Lepidi M, Matta E (2012) Comparative study of vibration-based parametric identification techniques for a three-dimensional frame structure. Struct Control Health Monit 19(5):579–608
Reynders E, De Roeck G (2008) Reference-based combined deterministic–stochastic subspace identification for experimental and operational modal analysis. Mech Syst Signal Process 22:617–637
Gattulli V, Antonacci E, Vestroni F (2013) Field observations and failure analysis of the basilica S. Maria di Collemaggio after the 2009 L’Aquila earthquake. Eng Fail Anal 34:715–734
Brandonisio G, Lucibello G, Mele E, De Luca A (2013) Damage and performance evaluation of masonry churches in the 2009 L’Aquila earthquake. Eng Fail Anal 34:693–714
Arcidiacono V, Cimellaro GP, Ochsendorf JA (2015) Analysis of the failure mechanisms of the basilica of Santa Maria di Collemaggio during 2009 L’Aquila earthquake. Eng Struct 99:502–516
Amoroso S, Gaudiosi I, Milana G, Tallini M (2013) Preliminary results of seismic response analyses at Santa Maria di Collemaggio Basilica (L’Aquila, Italy). In: Proceedings of 32nd conference Gruppo Nazionale di Geofisica della Terra Solida (GNGTS), Trieste, Italy
Ceci AM, Contento A, Fanale L, Galeota D, Gattulli V, Lepidi M, Potenza F (2010) Structural performance of the historic and modern buildings of the University of L’Aquila during the seismic events of April 2009. Eng Struct 32(7):1899–1924
Çelebi M (2002) Seismic instrumentation of buildings (with emphasis on federal buildings). Tech. Rep. 0-7460-68170, Geological Survey
Russo S (2013) On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila. Struct Control Health Monit 20(9):1226–1239
Russo S (2013) Testing and modelling of dynamic out-of-plane behaviour of the historic masonry facade of Palazzo Ducale in Venice, Italy. Eng Struct 46(1):130–139
Pau A, Vestroni F (2013) Vibration assessment and structural monitoring of the Basilica of Maxentius in Rome. Mech Syst Signal Process 41(1–2):454–466
Federici F, Graziosi F, Faccio M, Gattulli V, Lepidi M, Potenza F (2012) An integrated approach to the design of wireless sensor networks for structural health monitoring. Int J Distrib Sens Netw. Article ID 594842
Lynch JP, Sundararajan A, Law KH, Kiremijdian AS, Carryer E, Sohn H, Farrar CR (2003) Field validation of a wireless structural health monitoring system on the Alamosa Canyon Bridge. Smart Struct Mater 5057:267–278
Lynch JP, Wang Y, Law KH, Yi JH, Lee GC, Yun CB (2005) Validation of a large-scale wireless structural monitoring system on the Geumdang Bridge. In: Proceedings of the international conference on safety and structural reliability (ICOSSAR), Rome, Italy
Jang S, Jo H, Cho S, Mechitov K, Rice JA, Sim S, Jung H, Yun C, Spencer BF Jr, Agha G (2010) Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation. Smart Struct Syst 6(5–6):439–459
Kim S, Pakzad S, Culler D, Demmel J, Fenves G, Glaser S, Turon M (2007) Health monitoring of civil infrastructures using wireless sensor networks. In: Proceedings of the 6th international conference on information processing in sensor networks, Cambridge, Massachusetts
Aguilar R, Ramos LF, Lourenco P, Severino R, Gomes R, Gandra P, Alves M, Tovar E (2011) Operational modal monitoring of ancient structures using wireless technology. In: Dynamics of civil structures, conference proceedings of the society for experimental mechanics series 4, pp 247–256
Gattulli V, Potenza F, Graziosi F, Federici F, Colarieti A, Faccio M (2014) Design of wireless sensor nodes for structural health monitoring applications. Procedia Eng 87:1298–1301. International the 28th European conference on solid-state transducers, EUROSENSORS 2014, 7–10 Sep 2014, Brescia, Italy
Federici F, Alesii R, Colarieti A, Graziosi F, Faccio M (2013) Design and validation of a wireless sensor node for long term structural health monitoring. In: Proceedings of IEEE sensors 2013, Baltimore, USA
Gattulli V, Potenza F, Federici F, Graziosi F, Colarieti A, Faccio M (2013) Distributed structural monitoring for a smart city in a seismic area. Key Eng Mater 628:123–135
Reynders E, François S, De Roeck G (2009) Operational modal analysis using ambient support excitation: an OMAX approach. In: Proceedings of 3rd international operational modal analysis conference (IOMAC), Portonovo, Italy
Kim J, Lynch JP (2012) Subspace system identification of support-excited structures—part I: theory and black box system identification. Earthq Eng Struct Dyn 41:2235–2251
Loh CH, Chao SH, Weng JH, Wu TH (2014) Application of subspace identification technique to long-term seismic response monitoring of structures. Earthq Eng Struct Dyn. doi:10.1002/eqe.2475
Siringoringo DM, Fujino Y (2014) Seismic response analyses of an asymmetric base-isolated building during the 2011 Great East Japan (Tohoku) Earthquake. Struct Control Health Monit. doi:10.1002/stc.1661
Derkevorkian A, Masri SF, Fijino Y, Siringoringo M (2012) Development and validation of nonlinear computational models of dispersed structures under strong earthquake excitation. Earthq Eng Struct Dyn 43(7):1089–1105
Benveniste A, Fuchs JJ (1985) Single sample modal identification of a nonstationary stochastic process. IEEE Trans Autom Control 30(1):66–74
Reynders E, Pintelon R, De Roeck G (2008) Uncertainty bounds on modal parameters obtained from stochastic subspace identification. Mech Syst Signal Process 22(4):948–969
Foti D, Gattulli V, Potenza F (2014) Output-only identification and model updating by dynamic testing in unfavorable conditions of a seismically damaged building. Comput Aided Civil Infrastruct Eng 29(9):659–675
Acknowledgments
The research leading to these results has received funding from the Italian Government under Cipe resolution no. 135 (Dec. 21, 2012), project INnovating City Planning through Information and Communication Technologies. The authors would like to thank the Italian Ministry of Education, Universities and Research (MIUR) through the PRIN funded program “Dynamics, Stability and Control of Flexible Structures” (grant number 2010MBJK5B).
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Potenza, F., Federici, F., Lepidi, M. et al. Long-term structural monitoring of the damaged Basilica S. Maria di Collemaggio through a low-cost wireless sensor network. J Civil Struct Health Monit 5, 655–676 (2015). https://doi.org/10.1007/s13349-015-0146-3
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DOI: https://doi.org/10.1007/s13349-015-0146-3