ŒfÚŽGŽi˜ajF“ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W
VolF10-1Šª
”NF 1998”N
•ÅF 1193-1198•Å
’˜ŽÒi˜ajF -
ƒ^ƒCƒgƒ‹i˜ajF -
´˜^i˜ajF -
ƒL[ƒ[ƒhi˜ajF -
ŒfÚŽGŽi‰pjF THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
’˜ŽÒi‰pjF Makoto KAMIYAMA,Tadashi MATSUKAWA,Masaru,YOSHIDA
ƒ^ƒCƒgƒ‹i‰pjF NON-STATIONARY VARIATION OF SOIL RIGIDITY OBSERVED DURING THE 1995 HYOGOKEN NANBU EARTHQUAKE MAKOTO KAMIYAMA, TADASHI MATSUKAWA, MASARU, YOSHIDA
´˜^i‰pjF The array-downhole records observed at Port Island during the 1995 Hyogoken Nanbu Earthquake showed a notably non-linear response, suggesting the reduction of rigidity and increase of damping in the soils. Such a non-linear response was confirmed to be not stationary in time. In order to estimate non-stationary variations of rigidity and damping, the complex envelope technique was used together with a finite difference scheme. The method made it clear that the soils near the surface exhibited a remarkably non-stationary variation of rigidity and damping with complicated process of softening and hardening.
ƒL[ƒ[ƒhi‰pjF -
‹LŽ–‹æ•ªF -
‹æ•ªF ˆÏˆõ‰ï˜_•¶W