Aggressive environment and in-service loading can cause the resistance degr
adation of existing reinforced concrete structures. They must be considered
for the safety evaluation and service-life prediction of deteriorating str
uctures. This paper presents an integrated approach for time-dependent syst
em reliability analysis considering the stochastic nature of load processes
, uncertainties in strength, degradation initiation time, and strength degr
adation mode. The approach takes into account the partial correlation among
the failures of structural elements, which arises from the fact that eleme
nts of a structural system are subjected to the same load processes and/or
dependent on some common basic random variables. The approach is efficient,
since it does not require simulation. Analysis results obtained by using t
he proposed approach indicate that the reliability of series systems is rel
atively insensitive to the correlation between the failure of structural el
ements. However, the reliability of parallel system is highly sensitive to
the correlation. The use of the time-dependent reliability obtained by negl
ecting possible correlation as a safety measure, therefore, should be avoid
ed.