The dynamic pressure distribution around a cylinder tilted along and agains
t the principal wave direction is measured. The cylinder was exposed to the
action of random waves in the presence and absence of extreme waves. Six i
nclinations from the vertical plane, three along and three against the wave
direction, were considered. The cylinder in upright position was also stud
ied. The variation of dimensionless peak pressure (pressure maximum/average
highest one-third wave height, H-1/3) with the relative wave height (maxim
um wave height/H-1/3) for locations facing the wave and at the rear of the
cylinder for different angles of inclinations of the cylinder are reported
for the two kinds of waves mentioned earlier. The statistical properties of
the different asymmetries in the pressure traces are also discussed. (C) 1
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