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ssc-367 - Ship Structure Committee

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4. ~arpkaya<br />

spreading.<br />

(Reference 6.8) provides further<br />

discussion on<br />

A significant effect of short crested seas is that they can cause<br />

response in a direction orthogonalto the central direction, i.e. a<br />

ship may develop considerableroll motion even though the vessel is<br />

headed into the waves.<br />

In the design and analysis of typical offshore platforms (i.e.,<br />

conventional structures in shallow or moderate waterdepths)<br />

spreading is generally neglected. However, for both typical and<br />

nonconventional structures such as the tripod or an extended base<br />

platform (see Figure 6-2) spreadingmay be significant. A platform<br />

with very differentresponsecharacteristicsin two orthogonalaxes,<br />

such as the extended-base platform, may be susceptible to larger<br />

dynamic response in one axis. Even a typical platform, with a<br />

natural period coinciding with the wave force cancellation<br />

frequency, will be subjected to higher wave loading at the<br />

cancellation frequency and neglecting of spreading may not be<br />

conservative.<br />

6.2<br />

STRESS SPECTRUM<br />

A stress spectrum is the stress energy distribution resulting from<br />

loading the structurewith a particular sea spectrum.<br />

6.2.1 Stress RAOs<br />

In order to derive the stress statisticsa stress response spectrum<br />

is developed. The stress response spectrum is the product of the<br />

wave spectrum ordinates times the stress response amplitude<br />

operators squared. The stress response amplitude operators (RAOS)<br />

are the stresses representing a “unit amplitude” regular wave,<br />

obtained by normalizing the input wave heights.<br />

The stress responsesto a set of regularwaves coveringthe complete<br />

frequency (or period) range and the complete direction range are<br />

6-10<br />

[,>—~q

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