A unified approach for structural reanalysis of all types of topological mo
difications is presented. The modifications considered include various case
s of deletion and addition of members and joints. The most challenging prob
lem where the structural model is itself allowed to vary is presented. The
two cases, where the number of degrees of freedom is decreased and increase
d, are considered. Various types of modified topologies are discussed, incl
uding the common conditionally unstable structures. The solution procedure
is based on the combined approximations approach and involves small computa
tional effort. Numerical examples show that accurate results are achieved f
or significant topological modifications. Exact solutions are obtained effi
ciently for modifications in a small number of members.