The response of three jacket structures is investigated under accidental sh
ip impact. Fully non-linear finite element analysis results agree well with
the predictions of a locally non-linear beam-column model attached to an e
lastic structure. The results suggest that typical North Sea jackets in mod
erate water depth and carrying moderately large topsides may be able to res
ist very high impact energies. For very light jackets, however, sudden over
all collapse is possible, particularly under nodal impact. The criticality
of ship impact for jacket design is very dependent on the relative magnitud
es of the loads at which the ship and the jacket collapse. The topside conf
iguration is also important as it determines the manner in which tension lo
ads generated during the impact are redistributed through the structure.