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


Pier Shear Crack Engineering Vibration Roof Level Italian Earthquake 
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  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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