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. 2017 Jul 19;473(2203):20170136. doi: 10.1098/rspa.2017.0136

Figure 2.

Figure 2.

Eigenfrequencies ω of a structural frame made of a classical Euler–Bernoulli beam and a gyro-elastic column, for different values of the gyricity constant h. A comparison of some modes of the structure for h=0 N s and h=3000 N s is also shown. (Online version in colour.)