Transformations of spectra of intense seismic waves propagating in ground columns are studied in numerical experiments. It was found that transformation of spectra to the form E ( f ) ~ f – k in the ground occurs due to nonlinear (hysteresis) energy dissipation and redistribution of the energy of oscillations in the spectrum by means of interaction between waves. Emphasizing the low-frequency components agrees with the Manley‐Row relations of decay instability, according to which energy transport of low-frequency oscillations to high-frequency oscillations is hampered, but decay of high-frequency oscillations and transport of their energy to low-frequency oscillations is facilitated. The authors of papers [1, 2] devoted to accelograms of earthquakes in 1995 in Kobe and 2000 in Tottori (Japan), which were recorded by borehole seismic groups, developed numerical models of the behavior of ground layers in situ; i.e., they estimated the stresses and strains excited by strong motions in the upper ~100 m of the ground. The numerical models describe the behavior of ground layers in ten 1.5-s time intervals during 15 strong motions. The authors of [3] used these models in numerical experiments to study the propagation of intense noise (transverse) waves in the ground layers. The obtained results characterize the statistical phenomena observed during the propagation of intense seismic waves in nonlinear media (the near-surface ground). The interactions between individual spectral components lead to multiplication of spectral lines, nonlinear widening of spectra, and the appearance of a constant component of the seismic field. Figure 1 illustrates transformation of the spectra of intense seismic waves propagating in the ground layers: the results of testing the numerical models are presented for the behavior of the ground in Port Island and the SJK site (a conventional name of the location of vertical groups) during the Kobe earthquake 1995 by the Gaussian white noise (the duration of test signals was chosen to be sufficiently large (~40 min) to obtain smooth spectra; their intensity was chosen so that the stresses and strains excited in the ground coincided on average with the stresses and strains generated during earthquakes to estimate the degree of the response of the ground to earthquakes). The results are presented for five 1.5-s intervals (first, third, …) among ten intervals studied. It is seen in the figure that the spectra of oscillations at the surface take a form close to E ( f ) ~ f – k . In the layers at intermediate depths (16 and 32 m in Port Island; 24.9 m in SJK), the forms of spectra demonstrate a resonance intensification of individual components. Interaction between spectral components takes place along with the resonance intensification. Highand low-frequency combination harmonics are formed. The energy of the propagating seismic waves is redistributed over the spectral band. The spectral peaks are smoothed, and the resulting spectrum of the signal at the surface of the ground tends to obtain the limiting form E ( f ) ~ f – k . Relative deformations in the ground at both points reached ~10 ‐3 in the surface layers and
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