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The plant model is derived first.
A mathematical model of the system dynamics is derived first.
The result is derived first using transfer functions.
An exact version of the Equations is derived first.
The partial differential integral equation of motion is derived first.
A mathematical model of the RBS connections with composite beams is derived first.
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Novel analytic sketching rules have been derived first.
are also required, and these are derived first for six degrees of freedom.
The nonlinear equations of motion for the beam are derived first.
Through employing the Lyapunov stability theory, the feasibility criteria for analysis of robust disturbance attenuation performance are derived first.
In this paper, the fully dynamic poro-elastic model for the wave seabed interaction will be derived first.
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