Comparison of seismic site response analysis and downhole array recordings for stiff soil sites
Accurately predicting surface ground motions is critical for many earthquake engineering applications. Equivalent-linear (EQL) site response analysis is a numerical technique used to compute surface ground motions from input motions at bedrock using the site-specific dynamic soil properties. The p...
Main Author: | Faker, Jeremy Stuart |
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Format: | Others |
Language: | en |
Published: |
2014
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Subjects: | |
Online Access: | http://hdl.handle.net/2152/25859 |
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