Health assessment and ambient vibration testing of the “Ponte delle Torri” of Spoleto during the 2016–2017 Central Italy seismic sequence
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Italian Presidency of the Council of Ministers (2008) Direttiva del presidente del Consiglio dei Ministri per la valutazione e la riduzione del rischio sismico del patrimonio culturale con riferimento alle norme tecniche per le costruzioni, Suppl. Ord. alla Gazzetta ufficiale, n. 24, 29 gennaio 2008 [in Italian]. Rome, Italy: Istituto Poligrafico della Zecca di Stato
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):83–106
Saisi A, Gentile C, Guidobaldi M (2015) Post-earthquake continuous dynamic monitoring of the Gabbia Tower in Mantua, Italy. Constr Build Mater 81:101–112
Gentile C, Guidobaldi M, Saisi A (2016) One-year dynamic monitoring of a historic tower: damage detection under changing environment. Meccanica 51(11):2873–2889
Cavalagli N, Comanducci G, Ubertini F (2017) Earthquake-induced damage detection in a monumental masonry bell-tower using long-term dynamic monitoring data. J Earthq Eng. https://doi.org/10.1080/13632469.2017.1323048
Orlowitz E, Andersen P, Brandt A (2015) Comparison of simultaneous and multi-setup measurement strategies in operational modal analysis. In: 6th International operational modal analysis conference (IOMAC’15), Gijon, Spain, 12–14 May 2015
Fajfar P (2000) A nonlinear analysis method for performance-based seismic design. Earthq Spectra 16(3):573–592
Gentili L, Giacché L, Ragni B, Toscano B (1978) L’Umbria. Manuali per il Territorio. Spoleto, Roma, pp 432–434
Sansi A (1984) Storia del comune di Spoleto, vol I–VIII. Accademia Spoletina, Spoleto
Gioffrè M, Gusella V, Cluni F (2008) Performance evaluation of monumental bridges: testing and monitoring ‘Ponte delle Torri’ in Spoleto. Struct Infrastruct E 4(2):95–106
Coccetta M, Marchetti M, Marziani M, Scatolini G (2013) Il ponte delle Torri progetto preliminare e lotto fun-zionale per il consolidamento ed il restauro. Comune di Spoleto
Raineri C, Fabbrocino G, Cosenza E (2007) Automatic operational modal analysis as structural health monitoring tool: theoretical and applications aspects. Key Eng Mater 347:479–484
Ruzzo C, Failla G, Collu M, Nava V, Fiamma V, Arena F (2016) Operational modal analysis of a spar-type floating platform using frequency domain decomposition method. Energies 9(11):870
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: 10th international conference on structural analysis of historical constructions, Leuven, Belgium, 13–15 September 2016
Brincker R, De Stefano A, Piombo B (1996) Ambient data to analyse the dynamic behaviour of bridges: a first comparison between different techniques. In: 14th international modal analysis conference (IMAC), Dearborn, USA, 12–15 February 1996
Araiza Garaygordobil JC (2004) Dynamic identification and model updating of historical buildings. State-of-the-art review. In: 4th international seminar on structural analysis of historical constructions, Padua, Italy, 10–13 November 2004
SVS (2013) ARTeMIS Modal Pro software 2013. http://www.svibs
Brincker R, Zhang L, Andersen P (2001) Modal identification of output-only systems using frequency domain decomposition. Smart Mater Struct 10:441–445
Jacobsen NJ, Andersen P, Brincker R (2006) Using enhanced frequency domain decomposition as a robust technique to harmonic excitation in operational modal analysis. In: Proceedings of ISMA2006: international conference on noise & vibration engineering, Leuven, Belgium
Peeters B, De Roeck G (2001) Stochastic system identification for operational modal analysis: a review. J Dyn Syst Meas Control 123:659–667
Maia N, Silva J (1998) Theoretical and experimental modal analysis. Research Studies Press, Baldock
Gallipoli MR, Mucciarelli M, Vona M (2009) Empirical estimate of fundamental frequencies and damping for Italian buildings. Earthq Eng Struct D 38(8):973–988
Ewins DJ (2000) Modal testing: theory, practice and application. Research Studies Press, Philadelphia
Elmenshawi A, Sorour M, Mufti A, Jaeger LG, Shrive N (2010) Damping mechanisms and damping ratios in vibrating unreinforced stone masonry. Eng Struct 32(10):3269–3278
Ubertini F, Comanducci G, Cavalagli N, Pisello L, Materazzi L, Cotana F (2017) Environmental effects on natural frequencies of the San Pietro bell tower in Perugia, Italy, and their removal for structural performance assessment. Mech Syst Signal Process 82(1):307–322
Verhoeven G (2011) Taking computer vision aloft—archaeological threedimensional reconstructions from aerial photographs with Photoscan, Archaeol. Prospection 18:67–73
Mongelli M, De Canio G, Roselli I, Malena M, Nacuzi A, de Felice G (2017) 3D Photogrammetric reconstruction by drone scanning for FE analysis and crack pattern mapping of the “Bridge of the Towers”, Spoleto. In: mechanics of masonry structures strengthened with composite materials (MuRiCo5), Bologna, Italy, 28–30 June 2017
Ponti G, Palombi F, Abate D, Ambrosino F, Aprea G, Bastianelli T, Beone F, Bertini R, Bracco G, Caporicci M, Calosso B, Chinnici M, Colavincenzo A, Cucurullo A, D’Angelo P, De Rosa M, De Michele P, Funel A, Furini G, Giammattei D, Giusepponi S, Guadagni R, Guarnieri G, Italiano A, Magagnino S, Mariano A, Mencuccini G, Mercuri C, Migliori S, Ornelli P, Pecoraro S, Perozziello A, Pierattini S, Podda S, Poggi F, Quintiliani A, Rocchi A, Sciò C, Simoni F, Vita A (2014) The role of medium size facilities in the HPC ecosystem: the case of the new CRESCO4 cluster integrated in the ENEAGRID infrastructure. In: International conference on high performance computing and simulation (HPCS), Bologna, Italy, 21–25 July 2014
Lourenco PB, Rots JG (1997) Multisurface interface model for analysis of masonry structures. J Eng Mech 123(7):660–668
Berto L, Saetta A, Scotta R, Vitaliani R (2002) An orthotropic damage model for masonry structures. Int J Numer Methods Eng 55(2):127–157
de Felice G, Amorosi A, Malena M (2010) Elasto-plastic analysis of block structures through a homogenization method. Int J Numer Anal Methods Geomech 34(3):221–247
Pelà L, Cervera M, Roca P (2011) Continuum damage model for orthotropic materials: application to masonry. Comput Methods Appl Mech Eng 200(9):917–930
Valente M, Milani G (2016) Seismic assessment of historical masonry towers by means of simplified approaches and standard FEM. Constr Build Mater 108:74–104
Castellazzi G, D’Altri AM, de Miranda S, Ubertini F (2017) An innovative numerical modeling strategy for the structural analysis of historical monumental buildings. Eng Struct 132:229–248
Page AW (1981) The biaxial compressive strength of brick masonry. In: Proceeding of the institution of civil engineers, part 2, vol 71, pp 93–906
Chiaraluce L, Di Stefano R, Tinti E, Scognamiglio L, Michele M, Casarotti E, Cattaneo M, De Gori P, Chiarabba C, Monachesi G, Lombardi A, Valoroso L, Latorre D, Marzorati S (2017) The 2016 Central Italy Seismic sequence: a first look at the mainshocks, aftershocks, and source models. Seismol Res Lett 88(3):757–771
Peeters B, Maeck J, De Roeck G (2001) Vibration-based damage detection in civil engineering: excitation sources and temperature effects. Smart Mater Struct 10(3):518–527
Ni YQ, Hua XG, Fan KQ, Ko JM (2005) Correlating modal properties with temperature using long-term monitoring data and support vector machine technique. Eng Struct 27(12):1762–1773
Lenaerts V, Kerschen G, Golinval JC (2003) Identification of a continuous structures with a geometrical non-linearity, part II: proper orthogonal decomposition. J Sound Vib 262:907–919
Hair J, Anderson R, Tatham R, Black W (1998) Multivariate data analysis. Prentice Hall, New Jersey