Damage Assessment of Historic Buildings Hit by Earthquake

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Abstract:

The Church of Gesù and the tower of the Cathedral were stricken and damaged by Emilia-Romagna earthquake sequence of May 2012. This paper presents the procedure for the structural identification of the most widespread types of religious monuments. The dynamic behavior was analyzed using the ambient vibrations test to measure the dynamical properties (mode of vibration, frequencies, displacements and damping ratios) of the constructions using a modal identification of output-only systems. The operational modal analysis OMA has been carried out to identify the modal characteristics through poly-reference Least Square Complex Frequency-domain (pLSFC) estimator. The global structural health monitoring was carried out to define the real dynamic behavior of the damaged constructions that are subjected to different mechanism. These researches are useful for the structural rehabilitation and to define the possible changes in the structural behavior.

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Advanced Materials Research (Volumes 919-921)

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1020-1026

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April 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] S. Russo, F. Sciarretta (2012), Experimental and Theoretical Investigation on Masonry after High Temperature Exposure, in EXPERIMENTAL MECHANICS, vol. 52, pp.341-359, ISSN: 0014-4851, doi: 10. 1007/s11340-011-9493-0.

DOI: 10.1007/s11340-011-9493-0

Google Scholar

[2] S. Russo, F. Sciarretta (2013), Masonry exposed to high temperatures: mechanical behaviour and properties - An overview, in FIRE SAFETY JOURNAL 2012, DOI: 10. 1016/j. firesaf. 2012. 10. 001.

DOI: 10.1016/j.firesaf.2012.10.001

Google Scholar

[3] Russo, S. 2012, Testing and modelling of dynamic out-of-plane behaviour of the historic masonry façade of Palazzo Ducale in Venice, Italy, Engineering Structures, 46, 2013, 130– 139 [DOI 10. 1016/j. engstruct. 2012. 07. 032.

DOI: 10.1016/j.engstruct.2012.07.032

Google Scholar

[4] G. Boscato, G. Riva, S. Russo, F. Sciarretta (2011).

Google Scholar

[5] Brinker R., Kirkegaard P. H., Special issue on Operational Modal Analysis, Mechanical systems and signal processing 24 (2010) 1209-1212, ELSEVIER.

DOI: 10.1016/j.ymssp.2010.03.005

Google Scholar

[6] Pau A, De Sortis A, Marzellotta R, Vestroni F. Health monitoring of cultural heritage using ambient vibrations. In Safety and Security Engineering, Brebbia CA, Bucciarelli T, Garzia F, Guarascio M (eds). WIT Press: Southampton, 2005; 331–340.

Google Scholar

[7] De Stefano A, Ceravolo R. Assessing the health state of ancient structures: the role of vibrational tests. Journal of Intelligent Material Systems and Structures 2007; 18: 793–807.

DOI: 10.1177/1045389x06074610

Google Scholar

[8] Rivera D, Meli R, Sánchez R, Orozco B. Evaluation of the measured seismic response of the Mexico City Cathedral. Earthquake Engineering and Structural Dynamics 2008; 37(10): 1249–1268.

DOI: 10.1002/eqe.808

Google Scholar

[9] Milani, G., Russo, S., Pizzolato, M., Tralli, A., Seismic Behavior of the San Pietro di Coppito Church Bell Tower in L'Aquila, Italy, 2012, Open Civil Engineering Journal 6 (SPEC. ISS. 1) , pp.131-147.

DOI: 10.2174/1874149501206010131

Google Scholar

[10] G. Boscato, M. Pizzolato, S. Russo, A. Tralli (2012), Seismic Behaviour of a Complex Historical Church in L'Aquila, in INTERNATIONAL JOURNAL OF ARCHITECTURAL, ISSN: 1558-3066, doi: 10. 1080/15583058. 2012. 736013.

DOI: 10.1080/15583058.2012.736013

Google Scholar

[11] G. Boscato, A. Dal Cin, S. Russo, F. Sciarretta (2014). SHM of Historic Damaged Churches. Advanced Materials Research , 838-841, p.2071-(2078).

DOI: 10.4028/www.scientific.net/amr.838-841.2071

Google Scholar

[12] S. Russo (2012), On the monitoring of historic Anime Sante church damaged by earthquake in L'Aquila, in Structural control and health monitoring, ISSN: 1545-2263, doi: 10. 1002/stc. 1531.

DOI: 10.1002/stc.1531

Google Scholar

[13] G. Boscato, D. Rocchi, S. Russo (2012).

Google Scholar

[14] S. Russo (2012). Experimental and finite element analysis of a very large pultruded FRP structure subjected to free vibration, in COMPOSITE STRUCTURES, vol. 94, pp.1097-1105, ISSN: 0263-8223, doi: 10. 1016/j. compstruct. 2011. 10. 003.

DOI: 10.1016/j.compstruct.2011.10.003

Google Scholar

[15] G. Boscato, S. Russo, On mechanical performance of different type of FRP beams as reinforcement of pedestrian bridge, in: -. Bridge Maintenance, Safety Management, Health Monitoring and Informatics: Proceedings of the Fourth International Conference on Bridge Maintenance, Safety and Management. Seoul, Korea, July 13-17, 2008 , ISBN: 9780415468442.

DOI: 10.1201/9781439828434.ch160

Google Scholar

[16] Boscato, G., Russo, S. (2013), Free vibrations of a pultruded GFRP frame with different rotational stiffnesses of bolted joints, Mechanics of Composite Materials 48 (6) , pp.655-668.

DOI: 10.1007/s11029-013-9310-1

Google Scholar

[17] Van der Auweraer H., P. Guillaume, P. Verboven and S. Vanlanduit, Application of a Fast-Stabilizing Frequency Domain Parameter Estimation Method, ASME Journal of Dynamic Systems, Measurement and Control, vol. 123, no. 4, pp.651-658, December (2001).

DOI: 10.1115/1.1410369

Google Scholar