Articles | Volume 26, issue 9
https://doi.org/10.5194/nhess-26-4611-2026
© Author(s) 2026. This work is distributed under the Creative Commons Attribution 4.0 License.
Research article
| 
28 Sep 2026
Research article |
| 28 Sep 2026
| 28 Sep 2026
Reliability analysis method for soil slopes permanent displacement under mainshock–aftershock sequences
Cited articles
Amiri, S., Di Sarno, L., and Garakaninezhad, A.: Correlation between non-spectral and cumulative-based ground motion intensity measures and demands of structures under mainshock-aftershock seismic sequences considering the effects of incident angles, Structures, 46, 1209–1223, https://doi.org/10.1016/j.istruc.2022.10.076, 2022.
Bray, J. D. and Macedo, J.: Procedure for estimating shear-induced seismic slope displacement for shallow crustal earthquakes, J. Geotech. Geoenviron. Eng., 145, 04019106, https://doi.org/10.1061/(ASCE)GT.1943-5606.0002143, 2019.
Hu, C. B., Wang, Y. G., and Ling, D. S.: Physical essence and influence of model parameters on dynamic response of Rayleigh damping, J. Zhejiang Univ. (Eng. Sci.), 51, 1284–1290, https://doi.org/10.3785/j.issn.1008-973X.2017.07.003, 2017.
Hu, S., Gardoni, P., and Xu, L.: Stochastic procedure for the simulation of synthetic mainshock-aftershock ground motion, Earthq. Eng. Struct. Dyn., 47, 2275–2296, https://doi.org/10.1002/eqe.3068, 2018.
Jiang, Y., Ruan, X., and Liu, Z.: Dimension-reduction simulation of main-aftershock type ground motion process, J. Vib. Shock, 40, 282–292, 2021.
