�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 8-1Šª ”N�F 1990”N •Å�F 427-432•Å ’˜ŽÒ�i˜a�j�F - ƒ^ƒCƒgƒ‹�i˜a�j�F - �´˜^�i˜a�j�F
- ƒL�[ƒ��[ƒh�i˜a�j�F - Œf�ÚŽGŽ��i‰p�j�F PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒ�i‰p�j�F Takanori HARADA, Tomoki FUGASA ƒ^ƒCƒgƒ‹�i‰p�j�F SEISMIC RESPONSE CHARACTERISTICS OF STOCHASTIC GROUND �´˜^�i‰p�j�F
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. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W