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Ropeway gondola

Figure 8.66 shows the theoretical prediction of the frequency response of a ropeway gondola for six passengers (mi = 1000 kg, Zi = Zi = 4 m) with an optimally tuned dynamic absorber. In this calculation, the damping ratio C of the gondola is assumed to be 1%. In the case of a gondola without an absorber, the maximum value of the normalized amplitude Oi/Ost) is 50. [Pg.448]

Nishihara, O. Yasuda, M. Kanki, H Nekomoto, Y. Sato, K. Otake, Y. and Matsuhisa, H. Stability Maximization of Passive Gyroscopic Damper for Ropeway Gondola. Proc. Asia-Pacific Vibration Conf. (1995), pp. 864-869... [Pg.468]

See other pages where Ropeway gondola is mentioned: [Pg.443]    [Pg.443]    [Pg.444]    [Pg.445]    [Pg.447]    [Pg.449]    [Pg.451]    [Pg.453]    [Pg.453]    [Pg.455]    [Pg.443]    [Pg.443]    [Pg.444]    [Pg.445]    [Pg.447]    [Pg.449]    [Pg.451]    [Pg.453]    [Pg.453]    [Pg.455]    [Pg.446]   
See also in sourсe #XX -- [ Pg.448 , Pg.453 ]



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