Skip to main content
Log in

Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake

  • Published:
Earthquake Engineering and Engineering Vibration Aims and scope Submit manuscript

Abstract

The 2009 L’Aquila, Italy earthquake highlighted the seismic vulnerability of historic masonry building structures due to improper “strengthening” retrofit work that has been done in the last 50 years. Italian seismic standards recommend the use of traditional reinforcement techniques such as replacing the original wooden roof structure with new reinforced concrete (RC) or steel elements, inserting RC tie-beams in the masonry and new RC floors, and using RC jacketing on the shear walls. The L’Aquila earthquake revealed the numerous limitations of these interventions, because they led to increased seismic forces (due to greater additional weight) and to deformation incompatibilities of the incorporated elements with the existing masonry walls. This paper provides a discussion of technical issues pertaining to the seismic retrofit of the Santa Maria di Collemaggio Basilica and in particular, the limitations of the last (2000) retrofit intervention. Considerable damage was caused to the church because of questionable actions and incorrect and improper technical choices.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • Antonacci E, Beolchini G, Di_Fabio F and Gattulli V (2001), “The Dynamic Behavior of the Basilica S. Maria of Collemaggio,” 2nd International Congress on Studies in Ancient Structures, Istanbul, Turkey.

  • Christopoulos C and Filiatrault A (2006), Principle of Passive Supplemental Damping and Seismic Isolation, Italy: IUSS Press, University of Pavia, pp. 480.

    Google Scholar 

  • Ciampi V, Paolacci F, Perno S, Canio GD and Spadoni S (1997), “Earthquake Simulator Testing of an Energy Dissipation System for Seismic Control of Buildings,” Proceedings of International Post-SMiRT Conference on Seismic Isolation, Passive Energy Dissipation and Control of Vibration of Structures, Taormina, Italy, 715–722.

  • Cimellaro GP, Soong TT and Reinhorn AM (2009), “Integrated Design of Controlled Linear Structural Systems,” Journal of Structural Engineering, ASCE, 135(7): 853–862.

    Article  Google Scholar 

  • Filiatrault A and Cherry S (1990). “Seismic Design Spectra for Friction-damped Structures,” Journal of Structural Engineering, ASCE, 116(5): 1334–1355.

    Article  Google Scholar 

  • Gluck N, Reinhorn A and Levy R (1996), “Design of Supplemental Dampers for Control of Structures,” Journal of Structural Engineering, ASCE, 122(12): 1394–1399.

    Article  Google Scholar 

  • Lavan O, Cimellaro GP and Reinhorn AM (2008), “Noniterative Optimization Procedure for Seismic Weakening and Damping of Inelastic Structures,” ASCE Journal of Structural Engineering, 134(10): 1638–1648.

    Article  Google Scholar 

  • Occhiuzzi A (2009), “Additional Viscous Dampers for Civil Structures: Analysis of Design Methods Based on Effective Evaluation of Modal Damping Ratios,” Engineering Structures, 31(5): 1093–1101.

    Article  Google Scholar 

  • Roh HS and Reinhorn AM (2009), “Analytical Modeling of Rocking Elements,” Engineering Structures, 31(5): 1179–1189.

    Article  Google Scholar 

  • Soong TT and Dargush G (1997), Passive Energy Dissipation Systems in Structural Engineering, John Wiley & Sons, Chechester, New York.

    Google Scholar 

  • Touring Club Italiano (2005), La Biblioteca di Repubblica, L’Italia — Abruzzo e Molise, Touring Editore.

  • Viti S, Cimellaro GP and Reinhorn AM (2006). “Retrofit of a Hospital Through Strength Reduction and Enhanced Damping,” Smart Structures and Systems, 2(4): 339–355.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Gian Paolo Cimellaro.

Additional information

Supported by: European Community’s Seventh Framework Programme (Marie Curie International Reintegration Actions — FP7/2007-2013) under Grant No. PIRG06-GA-2009-256316 of the project ICRED — Integrated European Disaster Community Resilience

Rights and permissions

Reprints and permissions

About this article

Cite this article

Cimellaro, G.P., Reinhorn, A.M. & De Stefano, A. Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake. Earthq. Eng. Eng. Vib. 10, 153–161 (2011). https://doi.org/10.1007/s11803-011-0054-4

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11803-011-0054-4

Keywords

Navigation