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  1. 防災科研関係論文

Simulation of long-period ground motion in the Osaka sedimentary basin: performance estimation and the basin structure effects

https://nied-repo.bosai.go.jp/records/4766
https://nied-repo.bosai.go.jp/records/4766
70c6a74c-1b1a-44b1-8a0e-57c30b6e19e1
Item type researchmap(1)
公開日 2023-03-30
タイトル
言語 en
タイトル Simulation of long-period ground motion in the Osaka sedimentary basin: performance estimation and the basin structure effects
言語
言語 eng
著者 Asako Iwaki

× Asako Iwaki

en Asako Iwaki

Search repository
Tomotaka Iwata

× Tomotaka Iwata

en Tomotaka Iwata

Search repository
抄録
内容記述タイプ Other
内容記述 P>We assessed the applicability of the 3-D subsurface velocity structure model of the Osaka sedimentary basin in western Japan for simulations of long-period ground motion (3-20 s) based on two types of long-period ground motion characteristics: (1) strong ground motion from a specific earthquake and (2) site-specific, event-independent horizontal-to-vertical spectral ratio (HV) characteristics obtained from earthquakes with various azimuths. For the first type, we compared the observed and synthetic ground motions in terms of velocity waveforms and pseudo-velocity response spectra; we then proposed an objective index to evaluate the goodness-of-fit from one site to the next. The simulation satisfactorily reproduced the observed ground motion at many stations; however, the model needs improvement for reproducing the ground motion at some stations. For the second type, we first demonstrated that site-specific HV characteristics can be obtained from the coda portion of strong motion observation records for earthquakes with various azimuths. We then demonstrated that the HVs obtained from 3-D ground motion simulations for earthquakes with various azimuths (3DHV) also have site-specific stable values. The synthetic 3DHV was compared with the observed HV, and the 3-D basin velocity structure model was demonstrated as able to reproduce the HV peak periods within +/- 1 s at many stations. However, at some stations, the peak periods of the 3DHV were systematically longer than those of the observed HV by more than 1.5 s, which corresponded to the stations of poor goodness-of-fit scores in the ground motion simulation. 3DHV was also compared with the theoretical ellipticity of the fundamental Rayleigh wave (1DHV). The peak periods of 3DHV and 1DHV were inconsistent with each other at some sites, which implies that 3DHV is affected by the lateral heterogeneity of the structure around the site. We found the systematically biased characteristics of the discrepancy in 3DHV and 1DHV peaks in specific regions. The spatial extent of the area that affects 3DHV is related to the complexity in the bedrock structure and the dominant period of 3DHV.
言語 en
書誌情報 en : GEOPHYSICAL JOURNAL INTERNATIONAL

巻 181, 号 2, p. 1062-1076, 発行日 2010-05
出版者
言語 en
出版者 WILEY-BLACKWELL
ISSN
収録物識別子タイプ ISSN
収録物識別子 0956-540X
DOI
関連識別子 10.1111/j.1365-246X.2010.04556.x
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