The aim of the co-ordinated research effort initiated by the Authors c
onsists in developing life-cycle reliability-based methodologies for t
he management and retrofitting of deteriorating structures and lifelin
es, As a first step, network systems with vulnerable nodes are conside
red. The object of this paper is the optimal planning of retrofitting
interventions on bridges included in a highway network, taking into ac
count their deterioration and the limitation of available economic res
ources. The procedure is illustrated with reference to a 10-node netwo
rk. It is assumed that the resources available for retrofitting are no
t sufficient to guarantee the required structural reliability for all
bridges throughout the design service life: thence the set of retrofit
ting interventions is sought that maximizes the network reliability (d
efined as the probability of maintaining connectivity) under a constra
int on the total expenditure. The allocation is performed by means of
a dynamic programming procedure, (C) 1998 Elsevier Science Ltd, All ri
ghts reserved.