There is a steadily increasing demand for the use of jack-up units in deepe
r water and harsher environments. Confidence in their use in these environm
ents requires jack-Lip analysis techniques to reflect accurately the physic
al processes occurring. This paper is concerned with the models appropriate
for the dynamic assessment of jack-ups, with a balanced approach taken in
considering the non-linearities in the structure, foundations and wave load
ing. A work hardening plasticity model for spud-cans on sand is used for th
e foundation model. The spectral content of wave loading is considered usin
g NewWave theory, and the importance of random wave histories shown by cons
training the deterministic NewWaves into a completely random background. A
method for determining short-term extreme response statistics for a sea-sta
te using Constrained NewWaves is detailed. (C) 2001 Elsevier Science Ltd. A
ll rights reserved.