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1990”N
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427-432•Å
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PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM
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Takanori HARADA, Tomoki FUGASA
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SEISMIC RESPONSE CHARACTERISTICS OF STOCHASTIC GROUND
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In order to account for the stochastic nature of free-field earthquake ground motions in the time and space domain, the earthquake responses of a stochastic soil layer on rigid rock is analysed where the soil properties are stochastically varying in lateral directions. From the analysis, a closed form analytic expression of the frequency-wavenumber spectrum, which provides information concerning the correlational characteristics of earthquake motions, is established. It is found from the characteristics of the frequency-wavenumber spectrum established in this study that the free-field ground motion displacement is highly coherent in low frequency range while it tends to become incoherent in high frequency range.
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