Abstract (EN):
The impact of earthquakes is discussed in terms of the monetary
losses resulting from existing constructions with inadequate structural
behaviour. A probabilistic methodology is then proposed for the seismic
performance analysis of existing buildings using global metrics to
determine if the behaviour conforms to a given limit state. The referred
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. The
consideration of these assessment parameters to control building
performance widens the scope of the limit state definitions proposed in
current codes. Therefore, current limit state descriptions were updated to
establish adequate risk- and cost-related limit state definitions using the
Eurocode 8 Part 3 proposals as a basis for discussion. The description of
the proposed procedure is detailed and addresses its applicability for
different limit states. An application involving the performance analysis
of two reinforced concrete structures for several limit states is also
presented and discussed.
Tipo (Avaliação Docente):
Científica