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VolF | 11Šª |
”NF |
2002”N
|
•ÅF |
633-638•Å
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‹k‹L˜^‚©‚猩‚½’nk“®‹‚³‚ÌŽw•WŠÔ‚ÌŠÖŒW
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-
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ƒL[ƒ[ƒhi˜ajF |
‹k‹L˜^CÅ‘å‰Á‘¬“xCő呬“xCŒv‘ªk“xC‰ž“šƒXƒyƒNƒgƒ‹
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ŒfÚŽGŽi‰pjF |
THE EARTHQUAKE ENGINEERING SYMPOSIUM PROCEEDINGS
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Masahiro Ooi, Arihide Nobata, Mamoru Mizutani, Hiroyuki Fujiwara
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RELATIONSHIP AMONG THE VARIOUS INTENSITY INDEXES OF THE STRONG MOTION
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To estimate structural damage during the earthquake, it is important to consider an appropriate index of input ground motion. But, in the most of disaster area, not so many information of characteristics of strong ground motion are evaluate, only one index of the ground motion intensity is often evaluative. To estimate the other index from the given one index of intensity, based on the observed strong ground motion records, it examined about the relation among the various index of strong ground motion intensity.
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Strong Ground Motion Records, Peak Ground Acceleration, Peak Ground Velocity, Instrumental Intensity, Response spectrum
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