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Time-dependent b value for aftershock sequences
Yuh-Ing Chen Institute of Statistics National Central University Chungli, Taiwan Statsei4, Japan, 2006/1/10
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Outline Reasenberg-Jones (RJ) model
Distribution of aftershock-magnitude Modified Reasenberg-Jones (MRJ) model Comparison of RJ and MRJ models
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1. Reasenberg and Jones model
Gutenberg-Richter (1944) law log N(M)= a- bM, for M≧ Mc, where N(M) is the number of earthquakes with magnitude M or larger and Mc is the cut-off magnitude. The distribution of M is left-truncated exponential with survival distribution S(M)=exp {-β(M -Mc)} , M≧ Mc
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Modified Omori’s Law (Utsu, 1961)
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Reasenberg-Jones(1989) model
P = P{At least one aftershock with magnitude between and occurs in (S, T)}
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Determination of Mc -Wiemer (2000)
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b-value and p-value
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Probabilitic aftershock hazard (PAH) map -Wiemer (2000)
The probability that at least one M≧5.0 aftershocks occurred during [t+1, t+7) days after the Chi-Chi earthquake for 2≦t≦5 Days.
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Evaluation of the PAH map - Phi coefficient
Alarming for M≧ M0 aftershocks in the grids with P ≧ P0 Number of grids Alarming area Total Yes No After-shock a b a+b c d c+d a+c b+d a+b+c+d
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Phi coefficients for alarming M≧5
Phi coefficients for alarming M≧5.0 aftershocks based on the RJ-PAH map ←
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2. Distribution of aftershock- magnitude
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3. Modified Reasenberg-Jones model
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Sequential prediction
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4. Comparison of RJ and MRJ models
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