1. General
There are two classes of systems:
conservative systems for which there is a constant exchange between the two forms of energy: kinetic and potential (i.e. deformation energy of structural elements);
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dissipative systems for which it has been decided to mitigate the effects by using a dissipative energy damper, which can be :
Systems can also be :
discrete: there is a finite number of position parameters whose evolution over time is being investigated; we shall see that it is in this situation that the investigations are the richest;
continuous: this is the case for beams, shafts, etc., for which the possibilities of analysis...
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