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VolF | 11Šª |
”NF |
2002”N
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•ÅF |
501-504•Å
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ƒ^ƒCƒgƒ‹i˜ajF |
‘åã‘ÍÏ–~’nƒ‚ƒfƒ‹‚Ì‚¸“x‰»‹y‚Ñ‚»‚̉ž—p -2000 ”N’¹ŽæŒ§¼•”’nk(MJMA7.3)‚Ì‹k“®ƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“-
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ƒL[ƒ[ƒhi˜ajF |
‘ÍÏ–~’nƒ‚ƒfƒ‹C•¨«’lC‹k“®ƒVƒ~ƒ…ƒŒ[ƒVƒ‡ƒ“C‚R ŽŸŒ³·•ª–@C”gŒ`ƒ‚ƒfƒŠƒ“ƒO
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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Boming Zhao, Takao Kagawa
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ƒ^ƒCƒgƒ‹i‰pjF |
CHARACTERIZATION OF THE OSAKA BASIN MODEL WITH HIGH ACCURACY AND ITS APPLICATION -STRONG MOTION SIMULATION OF THE 2000 TOTTORI-KEN SEIBU EARTHQUAKE (MJMA7.3)-
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´˜^i‰pjF |
In this paper, we develop Osaka sedimentary basin model with simulating observed strong motion records by 3D finite difference method to revising Osaka Spline model with high accuracy. We up-dated structure model of the Osaka basin by shaping up basin edge structure, adding basement depth derived from P and S wave travel time due to strong motion records, adding data of newly conducted seismic refraction surveys and so on. We apply the model to simulate strong ground motion due to the 2000 Tottori-ken Seibu earthquake with a characterized source model. The results indicate that the characteristics of wave propagation in the Osaka basin have been modeled reasonably by our 3D structure model.
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ƒL[ƒ[ƒhi‰pjF |
Sedimentary Basin Model, Physical Parameter, Strong Motion Simulation, 3DFD Method, Waveform Modeling
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