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1996-02-06_GENERAL DOCUMENTS - M1977493
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1996-02-06_GENERAL DOCUMENTS - M1977493
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Last modified
2/13/2021 11:09:11 AM
Creation date
4/15/2013 7:37:28 AM
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DRMS Permit Index
Permit No
M1977493
IBM Index Class Name
GENERAL DOCUMENTS
Doc Date
2/6/1996
Doc Name
Probabilistic Seismic Hazard Analysis of the Tenmile Dam.
From
Climax
To
DMG
Permit Index Doc Type
General Correspondence
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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Using this relationship and the relative frequency of different magnitude events from the <br /> recurrence model, the slip rate can be used to estimate the absolute frequency of different <br /> magnitude events. <br /> The average return time for the characteristic or maximum magnitude earthquake defines the <br /> high magnitude (low likelihood) end of the recurrence curve. When combined with the <br /> relative frequency of different magnitude events from the recurrence model, the recurrence <br /> curve is established. <br /> Attenuation Relationships <br /> To characterize the ground motions at a specified site as a result of the seismic sources <br /> considered in the probabilistic seismic hazard analysis, empirical attenuation relationships for <br /> peak horizontal acceleration are used. Such relationships have been developed from strong <br /> motion records from past earthquakes. The strong motion data typically are analyzed <br /> statistically in a regression analysis to develop relationships between the ground motion <br /> value, distance from the earthquake to the recording station, and magnitude of the <br /> earthquake. Other parameters used in these relationships often include the style of faulting <br /> and the soil conditions at the recording site. <br /> Given a maximum magnitude and source-to-site distance for specific seismic sources, <br /> published attenuation relationships can be used to define the median, and ± one standard <br /> deviation (16th and 84th percentile) ground motions for a site. The attenuation relationships <br /> used in this study were selected on the basis of the appropriateness of the site conditions and <br /> tectonic environment for which they were developed. The relationships selected generally <br /> represent recent efforts in modeling strong ground motion on the basis of empirical data, <br /> although many of the relationships employ theoretical arguments to constrain some of the <br /> model parameters. <br /> HACONTRAMTENMILE\7 7 M0412951500 <br />
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