|Citation:||Du L R，Zhang J W，Chi M J，Chen S. 2021. Regularity research on the seismic response of characteristic parameters for ground motion peak to soil slope. Acta Seismologica Sinica，43（4）：498−507 doi: 10.11939/jass.20200149|
Chen C,Zhang Y H,Zhou H M,Zhang K. 2017. Stability analysis of hydrous slope under peak seismic acceleration[J]. Chinese Journal of Underground Space and Engineering,13(2):545–550 (in Chinese).
Du X L,Wang F Y,Wang J T,Zhao M,Jin L. 2015. Effect of peak ground displacement on seismic responses of high arch dam[J]. Journal of Hydroelectric Engineering,34(11):134–142 (in Chinese).
Du X L,Xu Z G,Yuan X C,Xu C S,Zhang C Y. 2018. Influence of peak ground displacement and peak ground velocity of ground motion on dynamic response of underground structures[J]. Technology for Earthquake Disaster Prevention,13(2):293–303 (in Chinese).
Hu M Z,Hao H T,Li H,Zhu Y Q. 2019. Quantitative analysis of gravity changes for earthquake prediction[J]. Earthquake Research in China,35(3):417–430 (in Chinese).
Hu Y X. 2006. Earthquake Engineering[M]. 2nd edition. Beijing: Seismological Press: 169–170 （in Chinese）.
Li X J. 2013. Adjustment of seismic ground motion parameters considering site effects in seismic zonation map[J]. Chinese Journal of Geotechnical Engineering,35(S2):21–29 (in Chinese).
Wang X Y,Nie G Z,Wang D W. 2010. Research on relationship between landslides and peak ground accelerations induced by Wenchuan earthquake[J]. Chinese Journal of Rock Mechanics and Engineering,29(1):82–89 (in Chinese).
Zhang J W,Li X J,Qi J F,Wang Y S,He Q M. 2018. Effect of influence weights of ground motion parameters on soil slope seismic responses[J]. Journal of Vibration and Shock,37(6):225–230 (in Chinese).
Zhang Y S,Zhao F X. 2011. Influence of ground-motion peak displacement on non-linear dynamic response of single-degree-of-freedom systems[J]. Engineering Mechanics,28(1):55–64 (in Chinese).
Yuan R M,Xu X W,Chen G H,Tan X B,Klinger Y,Xing H L. 2010. Ejection landslide at northern terminus of Beichuan rupture triggered by the 2008 MW7.9 Wenchuan earthquake[J]. Bull Seismol Soc Am,100(5B):2689–2699. doi: 10.1785/0120090256
Yuan R M,Deng Q H,Cunningham D,Xu C,Xu X W,Chang C P. 2013. Density distribution of landslides triggered by the 2008 Wenchuan earthquake and their relationships to peak ground acceleration[J]. Bull Seismol Soc Am,130(4):2344–2355.