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Published November 2020 | Supplemental Material
Journal Article Open

2019 Ridgecrest Earthquake Reveals Areas of Los Angeles That Amplify Shaking of High-Rises

Abstract

The populace of Los Angeles, California, was startled by shaking from the M 7.1 earthquake that struck the city of Ridgecrest located 200 km to the north on 6 July 2019. Although the earthquake did not cause damage in Los Angeles, the experience in high‐rise buildings was frightening in contrast to the shaking felt in short buildings. Observations from 560 ground‐level accelerometers reveal large variations in shaking in the Los Angeles basin that occurred for more than 2 min. The observations come from the spatially dense Community Seismic Network (CSN), combined with the sparser Southern California Seismic Network and California Strong Motion Instrumentation Program networks. Site amplification factors for periods of 1, 3, 6, and 8 s are computed as the ratio of each station's response spectral values combined for the two horizontal directions, relative to the average of three bedrock sites. Spatially coherent behavior in site amplification emerges for periods ≥3  s⁠, and the maximum calculated site amplifications are the largest, by factors of 7, 10, and 8, respectively, for 3, 6, and 8 s periods. The dense CSN observations show that the long‐period amplification is clearly, but only partially, correlated with the depth to basement. Sites with the largest amplifications for the long periods (⁠≥3  s⁠) are not close to the deepest portion of the basin. At 6 and 8 s periods, the maximum amplifications occur in the western part of the Los Angeles basin and in the south‐central San Fernando Valley sedimentary basin. The observations suggest that the excitation of a hypothetical high‐rise located in an area characterized by the largest site amplifications could be four times larger than in a downtown Los Angeles location.

Additional Information

© 2020 Seismological Society of America. Manuscript received 4 May 2020; Published online 30 September 2020. This article greatly benefitted from thoughtful reviews provided by Art Frankel and an anonymous reviewer. The authors are grateful to Caltech, the Betty and Gordon Moore Foundation, the Conrad N. Hilton Foundation, and Computers & Structures, Inc. for providing support for the Community Seismic Network and for this study. Data and Resources: Community Seismic Network (CSN) strong‐motion data for the Ridgecrest earthquake are available from csn.caltech.edu/data. Southern California Seismic Network (SCSN) data are available from the Southern California Earthquake Data Center (scedc.caltech.edu). The authors acknowledge accessing strong‐motion data through the Center for Engineering Strong Motion Data (CESMD; strongmotioncenter.org. All websites were last accessed August 2020. The networks or agencies providing the data used in this article are the California Strong Motion Instrumentation Program (CSMIP) and the U.S. Geological Survey (USGS) National Strong Motion Project (NSMP). The unpublished manuscript by F. Filippitzis, M. D. Kohler, T. H. Heaton, R. W. Graves, R. W. Clayton, R. G. Guy, J. J. Bunn, and K. M. Chandy (2020), "Ground motion response in urban Los Angeles from the 2019 Ridgecrest earthquake sequence," submitted to Earthq. Spectra. The supplemental material contains seven figures (Figs. S1–S7) cited in the main article.

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Created:
August 20, 2023
Modified:
March 15, 2024