A framework for post-earthquake risk assessment and decision making for infrastructure
systems is developed. Use is made of the Bayesian network methodology for modeling
earthquake hazards and system performance, as well as for probabilistic updating in light of
an evolving state of information gained from ground motion sensors and observations of the
system component states. The Bayesian network is extended by addition of decision and
utility nodes to construct an influence diagram, which is used for post-earthquake decision
making regarding the type of inspection to perform or for setting the performance level of
components. A value-of-information heuristic is used to determine the best sequence of
component inspections. The methodology is demonstrated by its application to a hypothetical
model of a segment of the California high-speed rail system.
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A framework for post-earthquake risk assessment and decision making for infrastructure
systems is developed. Use is made of the Bayesian network methodology for modeling
earthquake hazards and system performance, as well as for probabilistic updating in light of
an evolving state of information gained from ground motion sensors and observations of the
system component states. The Bayesian network is extended by addition of decision and
utility nodes to construct an influence diagram, which...
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