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Seismic Structural Health Monitoring of Cultural Heritage Structures

  • Rosario Ceravolo
  • Giulia de Lucia
  • Erica Lenticchia
  • Gaetano Miraglia
Chapter
Part of the Springer Tracts in Civil Engineering book series (SPRTRCIENG)

Abstract

In the case of heritage buildings, non-invasive techniques are of paramount interest, especially those that can exploit the natural vibration of the structure. Structural Health Monitoring (SHM) can play an important role in the preservation of architectural heritage, especially when it can support a rapid and reliable assessment of structural damage and degradation. More specifically, vibration-based monitoring may help to predict the dynamic response of a structure during seismic events, as well as the damage mechanisms activated by ground motions. This information will in turn allow the selection and development of effective protection strategies. This chapter reports a discussion about the methodological multi-disciplinary approach to SHM, with emphasis on vibration-based SHM techniques, as applied to architectural heritage buildings and structures, along with the description of selected case studies. These examples were chosen in order to cover the various issues connected to design, aims and scopes of the dynamic and seismic SHM, and interpretation of the recorded data.

References

  1. 1.
    ICOMOS (2003) Principles for the analysis, conservation and structural restoration of architectural heritageGoogle Scholar
  2. 2.
    Lourenço P (2006) Recommendations for restoration of ancient buildings and the survival of a masonry chimney. Constr Build Mater 20(4):239–251CrossRefGoogle Scholar
  3. 3.
    Moro L (2007) Guidelines for evaluation and mitigation of seismic-risk to cultural heritage. Gangemi Editore, Rome (Italy)Google Scholar
  4. 4.
    Ceravolo R, Pistone G, Zanotti Fragonara L, Massetto S, Abbiati G (2016) Vibration-based monitoring and diagnosis of cultural heritage: a methodological discussion in three examples. Int J Archit Herit 10(4):375–395CrossRefGoogle Scholar
  5. 5.
    Lorenzoni F, Casarin F, Caldon M, Islamia K, Modena C (2016) Uncertainty quantification in structural health monitoring: applications on cultural heritage buildings. Mech Syst Signal Process 66–67:268–281CrossRefGoogle Scholar
  6. 6.
    Consiglio superiore dei lavori pubblici (2011) Linee Guida per la valutazione e riduzione del rischio sismico del patrimonio culturale - allineamento alle nuove Norme tecniche per le costruzioniGoogle Scholar
  7. 7.
    De Stefano A, Ceravolo R (2007) Assessing the health state of ancient structures: the role of vibrational tests. J Intell Mater Syst Struct 18(8):793–807CrossRefGoogle Scholar
  8. 8.
    Bonato P, Ceravolo R, De Stefano A, Molinari F (2000) Cross time-frequency techniques for the identification of masonry buildings. Mech Syst Signal Process 14:91–109CrossRefGoogle Scholar
  9. 9.
    Bennati S, Nardini L, Salvatore W (2005) Dynamic behavior of a medieval masonry bell tower. II: Experimental measurement and modeling of the tower motion. J Struct Eng 131(11):1656–1664CrossRefGoogle Scholar
  10. 10.
    Júlio E, Rebelo C, Dias-da-Costa D (2008) Structural assessment of the tower of the University of Coimbra by modal identification. Eng Struct 30:3468–3477CrossRefGoogle Scholar
  11. 11.
    Bani-Hani K, Zibdeh H, Hamdaoui K (2008) Health monitoring of a historical monument in Jordan based on ambient vibration test. Smart Struct Syst 4(2):195–208CrossRefGoogle Scholar
  12. 12.
    Bayraktar A, Türker T, Sevım B, Ahmet A, Yildirim F (2009) Modal parameter identification of Hagia Sofia bell-tower via ambient vibration test. J Nondestr Eval 28:37–47CrossRefGoogle Scholar
  13. 13.
    Lancellotta R, Sabia D (2015) Identification technique for soil-structure analysis of the Ghirlandina Tower. Int J Archit Herit 9(4):391–407CrossRefGoogle Scholar
  14. 14.
    Ubertini F, Comanducci G, Cavalagli N (2016) Vibration-based structural health monitoring of a historic bell-tower using output-only measurements and multivariate statistical analysis. Struct Health Monit 15:438–457CrossRefGoogle Scholar
  15. 15.
    Zanotti Fragonara L, Boscato G, Ceravolo R, Russo S, Ientile S, Pecorelli M, Quattrone A (2016) Dynamic investigation on the Mirandola bell-tower in post-earthquake scenarios. Bull Earthq Eng.  https://doi.org/10.1007/s10518-016-9970-zCrossRefGoogle Scholar
  16. 16.
    Bassoli E, Vincenzi L, D’Altri A, de Miranda S, Forghieri M, Castellazzi G (2018) Ambient vibration-based finite element model updating of an earthquake-damaged masonry tower. Struct Control Health Monit.  https://doi.org/10.1002/stc.2150CrossRefGoogle Scholar
  17. 17.
    Ivorra S, Pallarés F (2006) Dynamic investigation on a masonry bell tower. Eng Struct 25(5):660–667CrossRefGoogle Scholar
  18. 18.
    Casciati S, Al-Saleh R (2010) Dynamic behavior of a masonry civic belfry under operational conditions. Acta Mech 215:211–224zbMATHCrossRefGoogle Scholar
  19. 19.
    Ruocci G, Ceravolo R, De Stefano A (2009) Modal identification of an experimental model of masonry arch bridge. Key Eng Mater 413–414:707–714CrossRefGoogle Scholar
  20. 20.
    Ramos LF, De Roeck G, Lourenco PB, Campos-Costa A (2010) Damage identification on arched masonry structures using ambient and random impact vibrations. Eng Struct 32(1):146–162CrossRefGoogle Scholar
  21. 21.
    Turek M, Ventura C (2002) Dynamic evaluation of a 17th century church. In: Proceedings, annual conference—Canadian society for civil engineeringGoogle Scholar
  22. 22.
    De Matteis G, Mazzolani F (2010) The Fossanova Church: seismic vulnerability assessment by numeric and physical testing. Int J Archit Herit 4(2):222–245CrossRefGoogle Scholar
  23. 23.
    Casarin F, Lorenzoni F, Islami K, Modena C (2011) Dynamic identification and monitoring of the churches of St. Biagio and St. Giuseppe in L’Aquila. In: Proceedings of EVACES 2011, October 3–5, Varenna, ItalyGoogle Scholar
  24. 24.
    Pau A, Vestroni F (2013) Vibration assessment and structural monitoring of the Basilica of Maxentius in Rome. Mech Syst Signal Process 41(1):454–466CrossRefGoogle Scholar
  25. 25.
    Pachón PCV, Cámara M, Pinto F (2016) Control of structural intervention by using operational modal analysis. San Juan de los Caballeros church (Cádiz, Spain). In: Proceedings of the 10th international conference on structural analysis of historical constructions, SAHC 2016, pp 759–764Google Scholar
  26. 26.
    Elyamani A, Caselles O, Roca P, Clapes J (2017) Dynamic investigation of a large historical cathedral. Struct Control Health Monit 24(3)CrossRefGoogle Scholar
  27. 27.
    Compan V, Pachón P, Cámara M (2017) Ambient vibration testing and dynamic identification of a historical building. Basilica of the Fourteen Holy Helpers (Germany). Proc EngGoogle Scholar
  28. 28.
    Meli R, Sánchez-Ramírez R (2007) Criteria and experiences on structural rehabilitation of stone masonry buildings in Mexico City. Int J Archit Herit, 3–28CrossRefGoogle Scholar
  29. 29.
    Pau A, Vestroni F (2008) Vibration analysis and dynamic characterization of the Colosseum. Struct Control Health Monit 15(8):1105–1121CrossRefGoogle Scholar
  30. 30.
    Chiorino M, Ceravolo R, Spadafora A, Zanotti Fragonara L, Abbiati G (2011) Dynamic characterization of complex masonry structures: the sanctuary of vicoforte. Int J Archit Herit 5(3):296–314CrossRefGoogle Scholar
  31. 31.
    Boscato G, Rocchi D, Russo S (2012) Anime Sante Church’s Dome after 2009 L’Aquila earthquake: monitoring and strengthening approaches. Adv Mater Res 446–449:3467–3485CrossRefGoogle Scholar
  32. 32.
    Russo S (2012) On the monitoring of historic Anime Sante church damaged by earthquake in L’Aquila. Struct Control Health Monit 20(9):1226–1239CrossRefGoogle Scholar
  33. 33.
    McCullough D (1972) The great bridge: the epic story of the building of the Brooklyn BridgeGoogle Scholar
  34. 34.
    Russo S (2016) Integrated assessment of monumental structures through ambient vibrations and ND tests: the case of Rialto Bridge. J Cult Herit 19:402–414CrossRefGoogle Scholar
  35. 35.
    Pérez-Gracia V, Di Capua D, Caselles O, Rial F, Lorenzo H, González-Drigo R, Armesto J (2011) Characterization of a Romanesque Bridge in Galicia (Spain). Int J Archit Herit 5(3):251–263CrossRefGoogle Scholar
  36. 36.
    Bertolesi E, Milani G, Lopane F, Acito M (2017) Augustus Bridge in Narni (Italy): seismic vulnerability assessment of the still standing part, possible causes of collapse, and importance of the Roman concrete infill in the seismic-resistant behavior. Int J Archit Herit 11(5):717–746Google Scholar
  37. 37.
    Pepi C, Gioffrè M, Comanducci G, Cavalagli N, Bonaca A, Ubertini F (2017) Dynamic characterization of a severely damaged historic masonry bridge. Proc Eng 199:3398–3403CrossRefGoogle Scholar
  38. 38.
    De Canio G, Mongelli M, Roselli I, Tatì A, Addessi D, Nocera M, Liberatore D (2016) Numerical and operational modal analyses of the “Ponte delle Torri”, Spoleto, Italy. In: Proceedings of the 10th international conference on structural analysis of historical constructions, SAHC 2016, pp 752–758Google Scholar
  39. 39.
    Olmos B, Jara J, Martínez G, López J (2017) System identification of history Mexican masonry bridges. Proc Eng 199:2220–2225CrossRefGoogle Scholar
  40. 40.
    Altunişika A, Bayraktar A, Sevima B, Birincia F (2011) Vibration-based operational modal analysis of the mikron historic arch bridge after restoration. Civ Eng Environ Syst 28(3):247–259CrossRefGoogle Scholar
  41. 41.
    Ataei S, Miri A, Jahangiri M (2017) Assessment of load carrying capacity enhancement of an open spandrel masonry arch bridge by dynamic load testing. Int J Archit Herit 11(8):1086–1100Google Scholar
  42. 42.
    Cabboi A, Magalhães F, Gentile C, Cunha Á (2017) Automated modal identification and tracking: application to an iron arch bridge. Struct Control Health Monit 24(1)CrossRefGoogle Scholar
  43. 43.
    García-Macías E, Castro-Triguero R, Gallego R, Carretero J (2015) Ambient vibration testing of historic steel-composite bridge, the E. Torroja Bridge, for structural identification and finite element model updating. In: Dynamics of civil structures, 2: proceedings of 33rd IMAC, pp 147–155Google Scholar
  44. 44.
    Marques F, Moutinho C, Magalhães F, Caetano E, Cunha Á (2014) Analysis of dynamic and fatigue effects in an old metallic riveted bridge. J Constr Steel Res 99:85–101CrossRefGoogle Scholar
  45. 45.
    Gentile C, Saisi A (2010) Dynamic assessment of the iron bridge at Paderno d’Adda (1889). Adv Mater Res, 709–714CrossRefGoogle Scholar
  46. 46.
    Gentile C, Gallino N (2007) Operational modal analysis and assessment of an historic RC arch bridge. WIT Trans Built Environ 95:95525–95534Google Scholar
  47. 47.
    Ferrari R, Froio D, Chatzi E, Gentile C, Pioldi F, Rizzi E (2015) Experimental and numerical investigations for the structural characterization of a historic RC arch bridge. In: COMPDYN 2015—5th ECCOMAS thematic conference on computational methods in structural dynamics and earthquake engineeringGoogle Scholar
  48. 48.
    Van Bogaert P (2017) Refurbishment of a heritage concrete tied arch bridge across river Lys. In: High tech concrete: where technology and engineering meet—proceedings of the 2017 fib symposium. https://doi.org/10.1007/978-3-319-59471-2Google Scholar
  49. 49.
    Ceravolo R, Matta E, Quattrone A, Zanotti Fragonara L (2017) Amplitude dependence of equivalent modal parameters in monitored buildings during earthquake swarms. Earthq Eng Struct Dyn 46(14):2399–2417CrossRefGoogle Scholar
  50. 50.
    Dolce M, Nicoletti M, De Sortis A, Marchesini S, Spina D, Talanas F (2017) Osservatorio sismico delle strutture: the Italian structural seismic monitoring network. Bull Earthq Eng 15(2):621–641CrossRefGoogle Scholar
  51. 51.
    Celebi M (2007) On the variation of fundamental frequency (period) of an undamaged building—a continuing discussion. Porto, PortugalGoogle Scholar
  52. 52.
    Coisson E, Ottoni F (2013) Monitoring historical structures, from their past to their futureGoogle Scholar
  53. 53.
    Saisi A, Gentile C, Ruccolo A (2018) Continuous monitoring of a challenging heritage tower in Monza, Italy. J Civ Struct Health Monit 8(1):77–90CrossRefGoogle Scholar
  54. 54.
    Ottoni F, Blasi C (2015) Results of a 60-year monitoring system for Santa Maria del Fiore Dome in florence. Int J Archit Herit Conserv Anal Restor 9(1):7–24.  https://doi.org/10.1080/15583058.2013.815291CrossRefGoogle Scholar
  55. 55.
    Nelli GB (1753) Discorsi di Architettura del Senator Giovan Battista Nelli e due ragionamenti sopra le cupole di Alessandro Cecchini, Florence, Italy: Per Gli Eredi PaperiniGoogle Scholar
  56. 56.
    Ottoni F, Coïsson E, Blasi C (2010) The crack pattern in Brunelleschi’s Dome in Florence: damage evolution from historical to modern monitoring system analysis. Adv Mater Res 133–134:53–64CrossRefGoogle Scholar
  57. 57.
    Bartoli G, Betti M, Borri C (2015) Numerical modelling of the structural behavior of Brunelleschi’s Dome of Santa Maria del Fiore. Int J Archit Herit 9(4):408–429.  https://doi.org/10.1080/15583058.2013.797038CrossRefGoogle Scholar
  58. 58.
    Castoldi A, Anesa F, Imperato F, Gamba F (1989) “Cattedrale di S. Maria del Fiore, Firenze: Sistema di monitoraggio strutturale della Cupola e del suo basamento,” I Quaderni dell’ISMES, Bergamo, Italy, vol 262Google Scholar
  59. 59.
    Bartoli G, Chiarugi A, Gusella V (1996) Monitoring systems on historic buildings: The Brunelleschi Dome. J Struct Eng 122(6):663–673CrossRefGoogle Scholar
  60. 60.
    Lorenzoni F, Casarin F, Modena C, Caldon M (2013) Structural health monitoring of the Roman Arena of Verona, Italy. J Civ Struct Health Monit 3(4):227–246CrossRefGoogle Scholar
  61. 61.
    Ceravolo R, Pescatore M, De Stefano A (2009) Symptom-based reliability and generalized repairing cost in monitored bridges. Reliab Eng Syst Saf 94(8):1331–1339CrossRefGoogle Scholar
  62. 62.
    Sasaki J, Koizumi K, Ogura D, Ishizaki T, Hidaka K (2013) Research project on the conservation of Hagia Sophia, Istanbul—the results of environmental monitoring. In: Built heritage 2013 monitoring conservation management, Milan-Italy, pp 1084–1091Google Scholar
  63. 63.
    Erdik M, Durukal E, Yiiziigullii O, Beyen K, Kadakal U (1993) Strong-motion instrumentation of Aya Sofya and the analysis of response to an earthquake of 4.8 magnitude. WIT Trans Built Environ 3:899–914Google Scholar
  64. 64.
    Çakmak A, Moropoulou A, Mullen C (1995) Interdisciplinary study of dynamic behavior and earthquake response of Hagia Sophia. Soil Dyn Earthq Eng 14(2):125–133CrossRefGoogle Scholar
  65. 65.
    Aoki T, Kato S, Ishikawa K, Hidaka K, Yorulmaz M, Cili F (1997) Principle of structural restoration for Hagia Sophia Dome. Int Ser Adv Archit 3:467–476Google Scholar
  66. 66.
    Di Giulio G, Vassallo M, Boscato G, Dal Cin A, Russo S (2014) Seismic monitoring by piezoelectric accelerometers of a damaged historical monument in downtown L’Aquila. Ann Geophys 57:1–15Google Scholar
  67. 67.
    Ubertini F, Cavalagli N, Kita A, Comanducci G (2018) Assessment of a monumental masonry bell-tower after 2016 Central Italy seismic sequence by long-term SHM (2017). Bull Earthq Eng 16(2):775–801CrossRefGoogle Scholar
  68. 68.
    Masciotta M, Ramos L, Lourenço P (2017) The importance of structural monitoring as a diagnosis and control tool in the restoration process of heritage structures: A case study in Portugal. J Cult Herit 27:36–47CrossRefGoogle Scholar
  69. 69.
    Garziera R, Collini L (2010) A non-destructive technique for the health monitoring of tie-rods in ancient buildings. In Dynamics of civil structures, vol 4, conference proceedings of the society for experimental mechanics series 13, pp 7–13CrossRefGoogle Scholar
  70. 70.
    Boscato G, Russo S, Ceravolo R, Zanotti Fragonara L (2015) Global sensitivity-based model updating for heritage structures. Comput Aided Civ Infrastruct Eng 30(8):620–635CrossRefGoogle Scholar
  71. 71.
    De Stefano A, Matta E, Clemente P (2016) Structural health monitoring of historical heritage in Italy: some relevant experiences. J Civil Struct Health Monit 6(1):83–106CrossRefGoogle Scholar
  72. 72.
    Farrar C, Worden K (2007) An introduction to structural health monitoring. Phil Trans R Soc A 15(265):303–315CrossRefGoogle Scholar
  73. 73.
    Lenticchia E, Ceravolo R, Chiorino C (2017) Damage scenario-driven strategies for the seismic monitoring of XX century spatial structures with application to Pier Luigi Nervi’s Turin Exhibition Centre. Eng Struct 137:256–267CrossRefGoogle Scholar
  74. 74.
    Clinton J (2006) The observed wander of the natural frequencies in a structure. Bull Seismol Soc Am 96:237–257CrossRefGoogle Scholar
  75. 75.
    Todorovska M (2009) Soil–structure system identification of Millikan library North–South response during four earthquakes (1970–2002): what caused the observed wandering of the system frequencies? Bull Seismol Soc Am 99(2A):626–635CrossRefGoogle Scholar
  76. 76.
    Hong A, Betti R, Lin C (2009) Identification of dynamic models of a building structure using multiple earthquake records. Struct Control Health Monit 16:178–199CrossRefGoogle Scholar
  77. 77.
    Bodin P, Vidale J, Walsh T, Cakir R, Celebi M (2012) Transient and long-term changes in seismic response of the Natural Resource Building, Olympia, Washington, due to earthquake shaking. J Earthq Eng 16:607–622CrossRefGoogle Scholar
  78. 78.
    Van Overschee P, De Moor B (1996) Subspace identification for linear systems: theory and implementation—applications. Kluwer Academic Press DordrechtGoogle Scholar
  79. 79.
    Larimore W (1990) Canonical variate analysis. In: Proceedings of the 29th IEEE conference on decision and control, Honolulu, HawaiiGoogle Scholar
  80. 80.
    Welch P (1967) The use of fast fourier transform for the estimation of power spectra: a method based on time averaging over short modified periodograms. IEEE Trans Audio Electro-Acoustic 15(2):70–73CrossRefGoogle Scholar
  81. 81.
    Allemang R (2003) The modal assurance criterion—twenty years of use and abuse. Sound Vib 37(8):14–21Google Scholar
  82. 82.
    Carden E, Brownjohn J (2008) Fuzzy clustering of stability diagrams for vibration-based structural health monitoring. Comput Aided Civ Infrastruct Eng 23(5):360–372CrossRefGoogle Scholar
  83. 83.
    Merce R, Doz G, Vital de Brito J, Macdonald J, Friswell M (2007) Finite element model updating of a suspension bridge. In: Design and optimization symposium, Florida, USAGoogle Scholar
  84. 84.
    Modica M, Santarella, F (2015) Paraboloidi. Un patrimonio dimenticato dell'architettura moderna, EDI-FIR, Collana Spazi di ArchitetturaGoogle Scholar
  85. 85.
    Santarella L (1926) Il cemento armato nelle costruzioni civili e industriali, Hoepli, MilanoGoogle Scholar
  86. 86.
    Stella F (2011) Nervi per l’industria. I magazzini del sale di Tortona, LuluGoogle Scholar
  87. 87.
    Invernizzi S, Spanò A, Chiabrando F (2018) Survey, assessment and conservation of post-industrial cultural heritage: the case of the thin concrete vault in Casale, Italy. In: Structural analysis of historical constructionsGoogle Scholar
  88. 88.
    Bertolini C, Chiabrando F, Invernizzi S, Marzi T, Spanò A (2014) The thin concrete vault of the Paraboloide of Casale, Italy. Innovative methodologies for the survey, structural assessment and conservation interventions. In: Structural Faults & Repair, London, UKGoogle Scholar
  89. 89.
    Lenticchia E, Ceravolo R, Antonaci P (2018) Sensor placement strategies for the seismic monitoring of complex vaulted structures of the modern architectural heritage. Shock Vib, art. no. 3739690.  https://doi.org/10.1155/2018/3739690CrossRefGoogle Scholar
  90. 90.
    Foti D, Chorro S, Sabbà M (2012) Dynamic investigation of an ancient masonry Bell Tower with operational modal analysis a non-destructive experimental technique to obtain the dynamic characteristics of a structure. Open Construct Build Technol J, 384–391.  https://doi.org/10.2174/18748368012
  91. 91.
    Ramos L, Marques L, Lourenço P, De Roeck G, Campos-Costa A, Roque J (2010) Monitoring historical masonry structures with operational modal analysis: two case studies. Mech Syst Signal Process 24:1291–1305.  https://doi.org/10.1016/j.ymssp.2010.01.011CrossRefGoogle Scholar
  92. 92.
    Russo G, Bergamo O, Damiani L, Lugato D (2010) Experimental analysis of the “Saint Andrea” Masonry Bell Tower in Venice. A new method for the determination of “Tower Global Young’s Modulus E”. Eng Struct 32:353–360.  https://doi.org/10.1016/j.engstruct.2009.08.002CrossRefGoogle Scholar
  93. 93.
    Gentile C, Saisi A, Cabboi A (2012) One-year dynamic monitoring of a masonry tower. In: Structural analysis of historical constructionsGoogle Scholar
  94. 94.
    Diaferio M, Foti D, Giannocaro N (2014) Non-destructive characterization and identification of the modal parameters of an old masonry tower. In IEEE workshop on environmental, energy and structural monitoring systems at: Naples, art.n. 6923265, pp 57–62Google Scholar
  95. 95.
    Bassoli E, Vincenzi L, Bovo M, Mazzotti C (2015) Dynamic identification of an ancient masonry bell tower using a MEMS-based acquisition system. In: 2015 IEEE workshop on environmental, energy and structural monitoring systems (EESMS), pp 226–231Google Scholar
  96. 96.
    Pieraccini M, Dei D, Betti M, Bartoli G, Tucci G, Guardini N (2014) Dynamic identification of historic masonry towers through an expeditious and no-contact approach: application to the “Torre del Mangia” in Siena (Italy). J Cult Herit 15:275–282CrossRefGoogle Scholar
  97. 97.
    Sabia D, Aoki T, Cosentini R, Lancellotta R (2015) Model updating to forecast the dynamic behavior of the Ghirlandina Tower in Modena, Italy. J Earthq Eng 19:1–24.  https://doi.org/10.1080/13632469.2014.962668CrossRefGoogle Scholar
  98. 98.
    Chiorino M, Spadafora A, Calderini C, Lagomarsino S (2008) Modeling strategies for the world’s largest elliptical dome at Vicoforte. Int J Archit Herit 2(3):274–303CrossRefGoogle Scholar
  99. 99.
    Garro M (1962) Opere di consolidamento e restauro. Relazione riassuntiva, Vicoforte di MondovìGoogle Scholar
  100. 100.
    Scandella L, Lai C, Spallarossa D, Corigliano M (2011) Ground Shaking scenarios at the town of Vicoforte, Italy. Soil Dyn Earthq Eng 21:757–772CrossRefGoogle Scholar
  101. 101.
    Ceravolo R, De Marinis A, Pecorelli M, Zanotti Fragonara L (2017) Monitoring of masonry historical constructions: 10 years of static monitoring of the world’s largest oval dome. Struct Control Health Monit 24(10)CrossRefGoogle Scholar
  102. 102.
    Ceravolo R, Pecorelli ML, De Lucia G, Zanotti Fragonara L (2015) Monitoring of historical buildings: project of a dynamic monitoring system for the world’s largest elliptical dome. In 2015 IEEE workshop on environmental, energy, and structural monitoring systems (EESMS) proceedingsGoogle Scholar
  103. 103.
    Pecorelli ML, Ceravolo R, Epicoco R (2018) An automatic modal identification procedure for the permanent dynamic monitoring of the sanctuary of Vicoforte. Int J Archit Herit.  https://doi.org/10.1080/15583058.2018.155
  104. 104.
    Kim J, Lynch J (2012) Subspace system identification of support-excited structures—Part I: Theory and black-box system identification. Earthq Eng Struct Dyn 41:2235–2251CrossRefGoogle Scholar
  105. 105.
    Coletta G, Miraglia G, Pecorelli M, Ceravolo R, Cross E, Surace C, Worden K (2018) Use of the cointegration strategies to remove environmental effects from data acquired on historical buildings. Eng Struct (in press)Google Scholar

Copyright information

© Springer Nature Switzerland AG 2019

Authors and Affiliations

  • Rosario Ceravolo
    • 1
  • Giulia de Lucia
    • 1
  • Erica Lenticchia
    • 1
  • Gaetano Miraglia
    • 1
  1. 1.Department of Structural, Geotechnical and Building EngineeringR3 Interdepartmental Centre (R3C), Politecnico di TorinoTurinItaly

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