日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
ランダム応答理論に基づく短周期地震動の統計的評価法 : 震源断層のランダムな不均質性が地震動の共分散応答に及ぼす影響
釜田 正毅源栄 正人柴田 明徳
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2000 年 65 巻 533 号 p. 61-68

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A stochastic method is proposed in this paper for evaluating short period ground motions based on synthesis method taking account of the randomness of inhomogeneous slip distribution of the source. RMS (root mean square) acceleration responses near source area were estimated by the random response theory using a non-stationary stochastic process as a Green's function. As an example analysis, RMS acceleration responses for the Nagamachi-Rifu fault were evaluated in Sendai area. RMS acceleration responses were good agreement with those by Monte Carlo simulation for the 500 samples synthesized using a stochastic Green's function. The expected value of maximum acceleration was estimated to be 3 to 4 times larger than the maximum value of RMS response for this example analysis. The expected maximum accelerations from RMS acceleration response on the pre-Quaternary stratum near the fault were discussed.

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© 2000 日本建築学会
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