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Waveforms calculated for the basin model. The locations of observation points are shown in Fig. 9. The x-, y- and z-components of waveforms are shown from top to bottom of each panel. The incident wave is a plane SH wave with an incidence angle of 0 and its shape is a Ricker wavelet of centre frequency 0.2 Hz. The P- and S-wave velocities of the basement are 4.8 and 2.8 km s− 1, respectively, and the density is 2.4 g cm− 3. The P- and S-wave velocities of the basin are 2.3 and 1.5 km s− 1, respectively, and the density is 2.1 g cm− 3.

Waveforms calculated for the basin model. The locations of observation points are shown in Fig. 9. The x-, y- and z-components of waveforms are shown from top to bottom of each panel. The incident wave is a plane SH wave with an incidence angle of 0 and its shape is a Ricker wavelet of centre frequency 0.2 Hz. The P- and S-wave velocities of the basement are 4.8 and 2.8 km s− 1, respectively, and the density is 2.4 g cm− 3. The P- and S-wave velocities of the basin are 2.3 and 1.5 km s− 1, respectively, and the density is 2.1 g cm− 3.

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