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ssc-367 - Ship Structure Committee

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analysis process is often initiated after the initial structure<br />

configuration has been defined, but while its components are still<br />

being designed and modified.<br />

3.2.3<br />

Stress Model Parameters<br />

A generalized stress model representsall of the steps necessary to<br />

define the local stress ranges throughout the structure due to the<br />

structure’s global response to excitation loads. These parameters<br />

are as follows:<br />

Motions [Hydrodynamics)Model<br />

Amotions (hydrodynamics)model includesvariousmodels necessaryto<br />

determine the applied excitation forces, response of the structure<br />

to these forces, and the resultant loads on the system. The choice<br />

of a model primarilydepends on the structureconfiguration. While<br />

a continuous finite element model may be used for ship-shaped<br />

structuresor semisubmersibleswith orthotropicallystiffenedplate<br />

system (i.e. continuoussystems),a discrete space frame consisting<br />

of strut members are typically used for the analyses of an offshore<br />

platform.<br />

Floating structures,whether ship-shaped,twin-hulledor of another<br />

configuration,may requirethe use of diffractionanalysesto define<br />

the hydrodynamiccoefficients. Diffractionpressuresgenerated are<br />

transformed intomember wave loadswhile the radiationpressuresare<br />

transformedintoaddedmass and dampingcoefficients. This approach<br />

is valid to obtain hydrodynamic coefficients for non-conventional<br />

geometries,the motion analysisutilizinghydrodynamiccoefficients<br />

does account for the effects of member interaction and radiation<br />

damping components.<br />

Bottom-supportedstructuresare generallymade up of small-diameter<br />

tubulars, and their drag and inertia coefficients can be defined<br />

based on previous analytical and model basin work on tubulars.<br />

However, some componentsare frequency-dependentfor arange ofwave<br />

3-8

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