Rigid and flexible slope under near-fault pulse ground motions: acceleration records versus synthetic wavelets
Author:
Affiliation:
1. Southwest Jiaotong University
2. Kyoto University
3. Central South University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/13/10_v10.OS-2-02/_pdf
Reference14 articles.
1. 1) Song, J., Rodriguez-Marek, A. (2015): Sliding displacement of flexible earth slopes subject to near-fault ground motions, Journal of Geotechnical and Geoenvironmental Engineering, 141(3).
2. 2) Zhang, Y., Xiang, C., Chen, Y., Cheng, Q., Xiao, L., Yu, P., Chang, Z. (2019): Permanent displacement models of earthquake-induced landslides considering near-fault pulse-like ground motions, Journal of Mountain Science, 16(6), 1244–1257.
3. 3) Zhang, Y., Xiang, C., Yu, P., Zhao, L., Zhao, J. X., and Fu, H. (2021): Investigation of permanent displacements of near ‑ fault seismic slopes by a general sliding block model, Landslides.
4. 4) Xiang C, Zhang Y, Huang D, Ueda K, Fu H, Liu J, et al. (2023): Predictive model for seismic displacements of flexible sliding block subjected to near-fault pulse-like ground motions, Engineering Geology, 320, 107134.
5. 5) Garini, E., Makris, N., Gazetas, G. (2014): Elastic and inelastic systems under near-fault seismic shaking: acceleration records versus optimally-fitted wavelets, Bulletin of Earthquake Engineering, 13, 459–482.
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