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Wave Energy Chapter | 5 129


                Assuming just one degree of freedom for motion (e.g. a heaving point
             absorber), the equation of motion can be written as


                                F = ma z =−k s z + F damp + F ext (t)  (5.50)
             where k s is the spring constant, m is the mass, and a z is acceleration, and F damp
             and F ext are damping and external forces, respectively. The damping force is
                                                                  dz
             usually proportional to the velocity and is expressed as c d u z = c d , where c d
                                                                  dt
             is velocity in the z direction. The spring force is the restoring force, which is a
             combination of Archimedes/Buoyancy force and gravity, which tends to return
             the system to its equilibrium position. Therefore, the single degree of freedom
             (SDOF), mass-spring-damper equation can be written as
                                2
                               d z    dz
                             m    + c d  + k s z = F a sin(ω F t + φ)  (5.51)
                               dt 2   dt
             Note that in the earlier equation, we assumed that the external force is a simple
             harmonic force with an amplitude of F a and angular frequency of ω F .This
             makes sense if we assume that the force is generated by a harmonic wave.
             Eq. (5.51) is a linear ordinary differential equation, and so can be solved
                                                              ξt
             analytically. The solution can be found by replacing z = z o e into the earlier
             equation, where z o is a constant.


             Analytical Solution of Free Vibration
             First, consider a case where the external force is zero. We refer to that case
             as free vibration. This will be equivalent to a WEC in a calm sea, which is
             displaced from its equilibrium position. It will gradually be brought back to its
             equilibrium position after a few oscillations. The governing equation for free
             vibration reduces to
                                      2
                                     d z    dz
                                   m    + c d  + kz = 0                (5.52)
                                     dt 2   dt
                        ξt
             Replacing z o e into the previous equation, leads to
                                     2             ξt
                                  mξ + c d ξ + k s z o e = 0           (5.53)
                                     2
                       ξt
             Because z o e is not zero, mξ + c d ξ + k s should be zero. Using the quadratic
             formula, the solution becomes

                                     2
                             −c d ±  c − 4mk s
                                     d                   2
                         ξ =                   and  Δ = c − 4mk s      (5.54)
                                                         d
                                    2m
             Consider a special case, where there is no damping (undamped system: c d = 0).
             For an undamped system,
                    √
                 0 ±  0 − 4mk s     k s
             ξ =              =   −
                      2m            m
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