Student: Sophia Gavridou
Supervisors: Prof. Gian Michele Calvi, Dr Helen Crowley, Dr Rui Pinho
A new hazard model for Italy has recently been proposed; hazard maps have been produced for various return periods, providing in each of the 8101 Italian municipalities values of peak ground acceleration (PGA) and spectral accelerations for response periods up to 2 sec. The new model allows for a more refined definition of the hazard in each municipality as compared to the current use of a fixed spectral shape anchored to upper bound 475-year PGA values and scaling factors for different return periods. The aim of this work is to investigate, in a preliminary fashion, the implications that the adoption of the new return-period dependent hazard maps would have on design and assessment of structures. To this end, the seismic performance of reinforced concrete frames of varying height is evaluated assuming they were located in each of the 8101 municipalities in Italy and the results obtained with the current and the new hazard model are compared. The new model is shown to result in lower seismic demands on the frames in the majority of the municipalities.
Keywords: seismic hazard; response spectra; vulnerability assessment; risk assessment; reinforced concrete buildings; Italy.
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