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February 1, 1988Bulletin of the Seismological Society of America199 citationsOpen Access

Elastic finite-difference modeling of the 1971 San Fernando, California earthquake

JVJ. E. VidaleDHDonald V. Helmberger

Key Points

  • This research aims to understand how sediment thickness affects ground motion during the 1971 San Fernando earthquake.
  • Used two-dimensional SH and P-SV finite-difference calculations based on well logs and source parameters.
  • Calculated finite-difference seismograms for the San Fernando earthquake.
  • Analyzed amplitude and duration of strong-motion velocities recorded in the Los Angeles and San Fernando basins.
  • Ground motion amplification near basin edges reached up to a factor of 3 compared to no basin scenario.
  • Shear waves converted into Love and Rayleigh waves as they traveled within the basins.
  • Seismograms matched recorded data for the period range of 2 to 10 seconds.

Abstract

Finite-difference seismograms calculated for the 1971 San Fernando earthquake show strong effects due to lateral variation in sediment thickness in the San Fernando valley and the Los Angeles basin. Using basin structure derived mostly from well logs and teleseismically determined source parameters, two-dimensional SH and P-SV finite-difference calculations reproduce the amplitude and duration of the strong-motion velocities recorded across the Los Angeles and San Fernando basins for the period range of 2 to 10 sec. The edges of basins nearest the seismic source show ground motion amplification up to a factor of 3 over the case without the basin and tend to convert direct shear waves into Love and Rayleigh waves that travel within the basins.

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Cite This Study

Vidale et al. (1988) studied this question.

synapsesocial.com/papers/6a125f23a2d24b27c1672ee4https://doi.org/10.1785/bssa0780010122
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