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Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009

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Abstract

After the recent Central Italy Earthquake of the 6th April 2009 (Mw = 6.3), the Italian and German engineer and geophysicist Task Force carried out a wide characterization of sites, buildings and damages. In Navelli, a town about 35 km far from epicentre, heavy damage occurred on a reinforced concrete (RC) building that represent an anomalous case of damage, when compared with those occurred in the neighbouring area. In this paper, characterization of the site and damage of the Navelli RC Building is reported and discussed. We performed ambient noise and strong motion measurements, installing one three-directional accelerometer on each floor of the structure and two in free-field, and we have carried out repeated measurements using a couple of three-directional tromometers. In the mean time, a geological survey was carried out and the site response was investigated, with the aid of down-hole measurements. It was thus possible to investigate the structural response and damage taking into account site condition. One of the main results of this work is that repeating analyses using ambient noise measurements show that the main structural frequencies reached after the first damaging shock are constant over time, and then the structural behaviour appears stationary at long term. On the other hand, the strong motion recordings show that the building exhibits a transient non-stationary behaviour as the fundamental frequency changes during each aftershock, then returning to the starting value after each event.

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References

  • Borcherdt RD (1970) Effects of local geology on ground motion near San Francisco Bay. Bull Seism Soc Am 60: 29–61

    Google Scholar 

  • Castellaro S, Mulargia F (2009) Vs30 estimates using constrained H/V measurements. Bull Seism Soc Am 99: 761–773

    Article  Google Scholar 

  • Castro RR, Mucciarelli M, Pacor F, Petrungaro C (1996) S-waves response estimates using Nakamura’s technique. BSSA 87: 256–260

    Google Scholar 

  • Centamore E, Crescenti U, Dramis F (coord) (2006) Carta Geologica d’Italia in scala 1:50.000, Foglio 360 “Torre de’ Passeri” e note illustrative. APAT, Regione Abruzzo, SELCA, Firenze

  • Chatelain J-L, Guillier B, Cara F, Duval A-M, Atakan K, Bard P-Y, The WP02 SESAME team (2008) Evaluation of the influence of experimental conditions on H/V results from ambient noise recordings. Bull Earthq Engin. doi:10.1007/s10518-007-9040-7

  • Ditommaso R, Mucciarelli M, Ponzo FC (2010) S-Transform based filter applied to the analysis of non-linear dynamic behaviour of soil and buildings. In: 14th European conference on earthquake engineering. Proceedings volume. Ohrid, Republic of Macedonia. August 30–September 03, 2010

  • Fleming K, Picozzi M, Milkereit C, Kuehnlenz F, Lichtblau B, Fischer J, Zulfikar C, Ozel O, The SAFER and EDIM working groups (2009) The self-organising seismic early warning information system (SOSEWIN). Seismol res lett 80:755–771. doi:10.1785/gssrl.80.5.755, N 5 September/October 2009

  • Gallipoli MR, Mucciarelli M, Šket-Motnikar B, Zupanćić P, Gosar A, Prevolnik S, Herak M, Stipčević J, Herak D, Milutinović Z, Olumćeva T (2009) Empirical estimates of dynamic parameters on a large set of European buildings. Bull Earthq Eng doi:10.1007/s10518-009-9133-6

    Google Scholar 

  • Gallipoli MR, Mucciarelli M, Vona M (2008) Empirical estimate of fundamental frequencies and damping for Italian buildings. Earthq Eng. Struct. Dyn. doi:10.1002/eqe.878

    Google Scholar 

  • Grünthal G (ed) (1998) European macroseismic scale 1998 (EMS-98), European seismological commission, sub commission on engineering seismology, working group macroseismic scales. In: Conseil de l’Europe, Cahiers du Centre Européen de Géodynamique et de Séismologie, vol 15. Luxembourg

  • Lermo J, Chavez-Garcia FJ (1993) Site effect evaluation using spectral ratios with only one station. Bull Seim Soc Am 83: 1574–1794

    Google Scholar 

  • Masi A, Chiauzzi L, Braga F, Mucciarelli M, Vona M, Ditommaso R (2010) Peak and integral seismic parameters of L’Aquila 2009 ground motions: observed vs code provision values, of earthquake engineering, special issue on L’Aquila earthquake. Submitted to the same volume

  • Masi A, Vona M (2010) Experimental and numerical evaluation of the fundamental period of undamaged and damaged rc buildings. Bull Earthq Eng, Special Issue Ambient Noise doi:10.1007/s10518-009-9136-3

  • Mucciarelli M (1998) Reliability and applicability of Nakamura’s technique using microtremors: an experimental approach. J Earthq Engin 2: 1–14

    Article  Google Scholar 

  • Mucciarelli M, Gallipoli MR (2007) Non-parametric analysis of a single seismometric record to obtain building dynamic parameters. Ann Geoph 50: 259–266

    Google Scholar 

  • Mucciarelli M, Masi A, Gallipoli MR, Harabaglia P, Vona M, Ponzo F, Dolce M (2004) Analysis of RC building dynamic response and soil-building resonance based on data recorded during a damaging earthquake molise, Italy, 2002. Bull Seismol Soc Am 94(5): 1943–1953. doi:10.1785/012003186

    Article  Google Scholar 

  • Parolai S, Galiana-Merino JJ (2006) Effect of transient seismic noise on estimates of H/V spectral ratios. Bull Seism Soc Am 96: 228–236

    Article  Google Scholar 

  • Parolai S (2009) Denoising of seismograms using the S transform. Bull Seismol Soc Am 99(1): 226–234

    Article  Google Scholar 

  • Picozzi M, Milkereit C, Zulfikar C, Fleming K, Ditommaso R, Erdik M, Zschau J, Fischer J, Safak E, Özel O, Apaydin N (2010a) Wireless technologies for the monitoring of strategic civil infrastructures: an ambient vibration test on the Fatih Sultan Mehmet Suspension Bridge in Istanbul, Turkey. Bull Earthq Eng. doi:10.1007/s10518-009-9132-7

    Google Scholar 

  • Picozzi M, Ditommaso R, Parolai S, Mucciarelli M, Milkereit C, Sobiesiak M, Di Giacomo D, Gallipoli MR, Pilz M, Vona M, Zschau J (2010b) Real time monitoring of structures in task-force missions: the example of the Mw = 6.3 Central Italy Earthquake, April 6, 2009. Nat Hazards. doi:10.1007/s11069-009-9481-1

    Google Scholar 

  • Stockwell RG, Mansinha L, Lowe RP (1996) Localization of the complex spectrum: the S transform. IEEE Trans Signal Process 44: 998–1001

    Article  Google Scholar 

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Correspondence to M. Mucciarelli.

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Mucciarelli, M., Bianca, M., Ditommaso, R. et al. Far field damage on RC buildings: the case study of Navelli during the L’Aquila (Italy) seismic sequence, 2009. Bull Earthquake Eng 9, 263–283 (2011). https://doi.org/10.1007/s10518-010-9201-y

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