Abstract

We analyzed S-wave horizontal-to-vertical (S-H/V) spectral ratios at six ocean bottom seismograph (OBS) sites of K-NET located in the Sagami Bay area of Japan for nonlinear site responses. The degree of nonlinearity was computed by comparing the S-H/V spectral ratios for strong motions (PGA ≥ 20 cm/s2) with those for weak motions (PGA < 20 cm/s2). Our analyses, which showed that the weak-motion S-H/V spectral ratios differ from site to site, indicate that the underlying site geology is not uniform at the OBS sites. It was found that the threshold PGA causing a nonlinear site response is generally different from site to site. Recordings having horizontal PGAs greater than about 50–150 cm/s2 display clear signatures of nonlinear site effects, i.e., the shift of predominant frequencies to lower ones and/or the decrease in high-frequency spectral ratios. We also found that the degree of nonlinearity is generally larger at the OBS sites due to the smaller threshold motions that cause a nonlinear site response compared with the available data at land sites. The above findings suggest the possibility of a widespread nonlinear site response at the OBS sites for offshore earthquakes with a large magnitude. However, frequencies lower than about 2 Hz are not affected by the nonlinear site response in the analyzed data ranges (PGA < 467 cm/s2). These results indicate the need for careful utilization of recorded strong motions at OBS sites for applications such as real-time ground motion predictions as front detections.Graphical abstract.

Highlights

  • Soft soil sites undergo nonlinear site responses during strong shakings

  • We show a comparison of the S-wave horizontal-to-vertical (S-H/V) spectral ratios of the weak motion with those of the strong motion at the KNG201 and KNG203 sites in Fig. 3a, b, respectively, for selected recordings having peak ground acceleration (PGA) > 100 cm/s2

  • We analyzed S-H/V spectral ratios for identifying the nonlinear site responses at six ocean bottom seismograph (OBS) sites of Kyoshin network (K-NET) located in the Sagami Bay area of Japan

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Summary

Introduction

Soft soil sites undergo nonlinear site responses during strong shakings. A peak ground acceleration (PGA) of 100–200 cm/s2 has generally been cited as a threshold motion that causes a nonlinear site response (e.g., Beresnev and Wen 1996). Hayashimoto et al (2014) analyzed the S-H/V spectral ratios at three off Kushiro OBS sites and showed that recordings having a PGA of about 100 cm/ s2 or greater display the nonlinear site response.

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