Variations in Ground Motion Amplification in the Los Angeles Basin due to the 2019 M7.1 Ridgecrest Earthquake: Implications for the Long-Period Response of Infrastructure-Reference-Cited by-同舟云学术

Variations in Ground Motion Amplification in the Los Angeles Basin due to the 2019 M7.1 Ridgecrest Earthquake: Implications for the Long-Period Response of Infrastructure

Published:2022-11-16 Issue: Volume: Page:
ISSN:
Container-title:Lifelines 2022
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Author:

Kohler Monica D.¹²³⁴²,Filippitzis Filippos¹²³⁴²,Graves Robert¹²³⁴²,Massari Anthony¹²³⁴²,Heaton Thomas¹²³⁴²,Clayton Robert¹²³⁴²,Bunn Julian¹²³⁴²,Guy Richard¹²³⁴²,Mani Chandy K.¹²³⁴²

Affiliation:

1. Division of Engineering and Applied Science, Dept. of Mechanical and Civil Engineering, California Institute of Technology, Pasadena, CA.

2. Division of Engineering and Applied Science, Dept. of Mechanical and Civil Engineering, California Institute of Technology, Pasadena, CA

3. US Geological Survey, Pasadena, CA

4. Dept. of Engineering Civil, Environmental, and Geodetic Engineering, Ohio State Univ., Columbus, OH

Publisher

American Society of Civil Engineers

Link

https://ascelibrary.org/doi/pdf/10.1061/9780784484449.020

Reference17 articles.

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2. Ground motions in urban Los Angeles from the 2019 Ridgecrest earthquake sequence;Filippitzis F.;Earthquake Spectra,2021

3. Simulating seismic wave propagation in 3D elastic media using staggered-grid finite differences;Graves R. W.;Bull. Seis. Soc. Am,1996

4. Kinematic ground‐motion simulations on rough faults including effects of 3D stochastic velocity perturbations;Graves R. W.;Bull. Seis. Soc. Am,2016

5. Graves R. W. and Pitarka A. (2020). “3D Ground Motion Simulations for Events in the 2019 Ridgecrest Sequence.” 17th World Conference on Earthquake Engineering 17WCEE Sendai Japan - September 13-18 2020.