Abstract
The Mw5.9 Jishishan earthquake, China, is a thrust-type event that occurred on 18 December 2023, causing extensive damage to buildings and geological features in the epicentral area. Post-earthquake damage surveys and historical earthquake data indicate that thrust faulting and sedimentary effect are key contributors to the observed damage patterns. To assess how these factors influence ground motion, broadband simulations are conducted within the 0–5 Hz frequency range, employing a physics-based deterministic approach to model earthquake rupture and wave propagation. The numerical model is first validated by comparing data from 20 well-recorded stations during the Jishishan earthquake. Subsequently, three different models (Topography, Flat, and Bedrock) were constructed to assess the impact of thrust fault and sediment on ground motion. The results show that the ground motion on the hanging wall is much higher than that on the footwall, demonstrating a pronounced hanging wall-footwall effect, with a maximum hanging wall-to-footwall ratio of 3.62. Furthermore, the simulated ground motions with and without sedimentary structures indicate that sediment tends to focus the seismic wavefield, resulting in amplification and prolongation of the ground motion, with peak ground motion and duration amplifications reaching 2.57 and 2.15 times, respectively. These findings suggest that the coupling effect of thrust fault and sedimentary structure dictates the ground motion distribution of the Jishishan earthquake. The identified hanging wall-footwall effect and sedimentary amplification provide a reasonable explanation for regional ground motion anomalies.
Keywords
Get full access to this article
View all access options for this article.
References
Supplementary Material
Please find the following supplemental material available below.
For Open Access articles published under a Creative Commons License, all supplemental material carries the same license as the article it is associated with.
For non-Open Access articles published, all supplemental material carries a non-exclusive license, and permission requests for re-use of supplemental material or any part of supplemental material shall be sent directly to the copyright owner as specified in the copyright notice associated with the article.
