@ ŒfÚŽGŽi˜ajF “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W VolF 9-1Šª ”NF 1994”N •ÅF 529-534•Å ’˜ŽÒi˜ajF ‘å’¬@’B•vC@–ΖØ@G‘¥C@’†‘º@—mˆê ƒ^ƒCƒgƒ‹i˜ajF ‚RŽŸŒ³—£ŽU‰»”g”–@‚É‚æ‚ékŒ¹‹ß–T‚Ì’n”Õ˜c‚̉ðÍ ´˜^i˜ajF
- ƒL[ƒ[ƒhi˜ajF - ŒfÚŽGŽi‰pjF PROCEEDINGS OF THE JAPAN EARTHQUAKE ENGINEERING SYMPOSIUM ’˜ŽÒi‰pjF Tatsuo OHMACHI, Hidenori MOGI, Yoichi NAKAMURA ƒ^ƒCƒgƒ‹i‰pjF NEAR-FIELD GROUND STRAIN EVALUATED BY THE 3-D DISCRETE WAVE-NUMBER METHOD ´˜^i‰pjF
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[ƒhi‰pjF - ‹LŽ–‹æ•ªF - ‹æ•ª @@@ˆÏˆõ‰ï˜_•¶W