ŒfÚŽGŽi˜ajF | “ú–{’nkHŠwƒVƒ“ƒ|ƒWƒEƒ€˜_•¶W |
VolF | 10-1Šª |
”NF |
1998”N
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•ÅF |
1193-1198•Å
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ƒ^ƒCƒgƒ‹i˜ajF |
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ƒL[ƒ[ƒhi˜ajF |
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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’˜ŽÒi‰pjF |
Makoto KAMIYAMA,Tadashi MATSUKAWA,Masaru,YOSHIDA
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NON-STATIONARY VARIATION OF SOIL RIGIDITY OBSERVED DURING THE 1995 HYOGOKEN NANBU EARTHQUAKE MAKOTO KAMIYAMA, TADASHI MATSUKAWA, MASARU, YOSHIDA
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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.
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