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Reply to “Discussion 1 on ‘Introspection on improper seismic retrofit of Basilica Santa Maria di Collemaggio after 2009 Italian earthquake’ by G.P. Cimellaro, A.M. Reinhorn and A.De Stefano” by Vincenzo Ciampi

  • Gian Paolo CimellaroEmail author
  • Andrei M. Reinhorn
  • Alessandro De Stefano
Discussions and Replies

Keywords

Pier Shear Crack Engineering Vibration Roof Level Italian Earthquake 
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.

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References

  1. Cimellaro.
    Stefano A (2011), “Output-only Modal Identification of the Historical L’Aquila City-Hall and Civic Tower,” Journal of Structural Engineering, ASCE, Accepted August 15, 2011, DOI: 10.1061/(ASCE)ST.1943-541X.0000494.Google Scholar
  2. Cimellaro.
    Stefano A and Kirova T (2010), “L`Aquila Earthquake of April 6, 2009 in Italy: Rebuilding a Resilient City to Withstand Multiple Hazards,” MCEER Technical Report -MCEER-10-0010, MCEER, State University of New York at Buffalo (SUNY), Buffalo, New York.Google Scholar

Copyright information

© Institute of Engineering Mechanics, China Earthquake Administration and Springer-Verlag Berlin Heidelberg 2012

Authors and Affiliations

  • Gian Paolo Cimellaro
    • 1
    • 3
    Email author
  • Andrei M. Reinhorn
    • 2
  • Alessandro De Stefano
    • 1
  1. 1.Department of Structural, Geotechnical & Building Engineering (DISEG)Politecnico di TorinoTurinItaly
  2. 2.Department of Civil, Structural & Environmental EngineeringUniversity at Buffalo, the State University of New YorkBuffaloUSA
  3. 3.Department of Structural & Geotechnical Engineering (DISTR)Politecnico di TorinoTurinItaly

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