It is with regret that we have found the phase shifter [Formula presented] missing in the second term of Eq. (21). Consequently Eqs. (21), (22) and (23a&b) are replaced by [Formula presented] [Formula presented] [Formula presented] [Formula presented] Figs. 5–10 and 16, 17 are affected and thus replaced herein. [Figure presented] The most significant changes are observed in Fig. 6 for the vertical amplification factor for sandy soil, and Fig. 16 for the horizontal amplification factor when compared with the experimental measurements. For Fig. 6(a), the shear wave contribution is now only slightly greater than the compressional wave contribution at very low frequencies; for the unwrapped phase plot in Fig. 16, it is now seen that not only the phase gradient of the radial shear wave component matches the prediction and the measurement but the actual unwrapped phase (note here that a phase of 2π has been subtracted from the measured data) reinforcing our original statement that, in this case, the shear wave controls the phase response. Notwithstanding the above, the original conclusions presented in the paper can still be drawn.

Corrigendum to “An analytical model of ground surface vibration due to axisymmetric wave motion in buried fluid-filled pipes” [J. Sound Vib. 395 (2017) 142–159] (S0022460X17301165) (10.1016/j.jsv.2017.02.022)) / Gao, Yan; Muggleton, Jennifer M.; Liu, Yuyou; Rustighi, Emiliano. - In: JOURNAL OF SOUND AND VIBRATION. - ISSN 0022-460X. - 423:(2018), pp. 520-525. [10.1016/j.jsv.2018.03.006]

Corrigendum to “An analytical model of ground surface vibration due to axisymmetric wave motion in buried fluid-filled pipes” [J. Sound Vib. 395 (2017) 142–159] (S0022460X17301165) (10.1016/j.jsv.2017.02.022))

Rustighi, Emiliano
2018

Abstract

It is with regret that we have found the phase shifter [Formula presented] missing in the second term of Eq. (21). Consequently Eqs. (21), (22) and (23a&b) are replaced by [Formula presented] [Formula presented] [Formula presented] [Formula presented] Figs. 5–10 and 16, 17 are affected and thus replaced herein. [Figure presented] The most significant changes are observed in Fig. 6 for the vertical amplification factor for sandy soil, and Fig. 16 for the horizontal amplification factor when compared with the experimental measurements. For Fig. 6(a), the shear wave contribution is now only slightly greater than the compressional wave contribution at very low frequencies; for the unwrapped phase plot in Fig. 16, it is now seen that not only the phase gradient of the radial shear wave component matches the prediction and the measurement but the actual unwrapped phase (note here that a phase of 2π has been subtracted from the measured data) reinforcing our original statement that, in this case, the shear wave controls the phase response. Notwithstanding the above, the original conclusions presented in the paper can still be drawn.
Gao, Yan; Muggleton, Jennifer M.; Liu, Yuyou; Rustighi, Emiliano
Corrigendum to “An analytical model of ground surface vibration due to axisymmetric wave motion in buried fluid-filled pipes” [J. Sound Vib. 395 (2017) 142–159] (S0022460X17301165) (10.1016/j.jsv.2017.02.022)) / Gao, Yan; Muggleton, Jennifer M.; Liu, Yuyou; Rustighi, Emiliano. - In: JOURNAL OF SOUND AND VIBRATION. - ISSN 0022-460X. - 423:(2018), pp. 520-525. [10.1016/j.jsv.2018.03.006]
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11572/290553
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