A decoupling approach for solving optimal structural design problems involv
ing reliability terms in the objective function, the constraint set or both
is discussed and extended. The approach employs a reformulation of each pr
oblem, in which reliability terms are replaced by deterministic functions.
The reformulated problems can be solved by existing semi-infinite optimizat
ion algorithms and computational reliability methods. It is shown that the
reformulated problems produce solutions that are identical to those of the
original problems when the limit-state functions defining the reliability p
roblem are affine. For nonaffine limit-state functions, approximate solutio
ns are obtained by solving series of reformulated problems. An important ad
vantage of the approach is that the required reliability and optimization c
alculations are completely decoupled, thus allowing flexibility in the choi
ce of the optimization algorithm and the reliability computation method. (C
) 2001 Elsevier Science Ltd. All rights reserved.