�@ Œf�ÚŽGŽ��i˜a�j�F “ú–{’n�k�HŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶�W Vol�F 9-1Šª ”N�F 1994”N •Å�F 529-534•Å ’˜ŽÒ�i˜a�j�F ‘å’¬�@’B•v�C�@–ΖØ�@�G‘¥�C�@’†‘º�@—mˆê ƒ^ƒCƒgƒ‹�i˜a�j�F ‚RŽŸŒ³—£ŽU‰»”g�”–@‚É‚æ‚é�kŒ¹‹ß–T‚Ì’n”Õ˜c‚̉ð�Í �´˜^�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 Tatsuo OHMACHI, Hidenori MOGI, Yoichi NAKAMURA ƒ^ƒCƒgƒ‹�i‰p�j�F NEAR-FIELD GROUND STRAIN EVALUATED BY THE 3-D DISCRETE WAVE-NUMBER METHOD �´˜^�i‰p�j�F
Particle velocities and dynamic strains at several points on ground surface were evaluated by the 3-D discrete wave-number method. First, static deformation and time history analyzed by the method were compared with those from other studies on the 1984 Western Nagano Prefecture Earthquake so as to confirm the validity of the analysis. Next, particle velocities and ground strains at the near-field of the seismic fault were calculated. The static and dynamic strains were closely investigated with respect to attenuation with a distance from the fault. Finally, the earthquake damage to a headrace tunnel was analyzed from a view point of the ground strain. ƒL�[ƒ��[ƒh�i‰p�j�F - ‹LŽ–‹æ•ª�F - ‹æ•ª �@�@�@ˆÏˆõ‰ï˜_•¶�W