Abstract (EN):
A probabilistic methodology is proposed to assess the seismic safety of a building using global performance
metrics and to determine if it conforms to a given limit state. The performance metrics are the probability of
occurrence of the limit state, the corresponding expected loss associated to the repair of the building, and the
corresponding number and type of mechanisms that occur. By considering these parameters, the scope of the
limit state definitions of current codes is extended to establish adequate risk- and cost-related limit state
definitions. The performance of two reinforced concrete structures is then analysed by the proposed method.
Language:
English
Type (Professor's evaluation):
Scientific
No. of pages:
10
License type: