Stochastic seismic response and dynamic reliability analysis of slopes: A review

被引:17
|
作者
Xiong, Min [1 ]
Huang, Yu [1 ,2 ]
机构
[1] Tongji Univ, Coll Civil Engn, Dept Geotech Engn, Shanghai 200092, Peoples R China
[2] Tongji Univ, Minist Educ, Key Lab Geotech & Underground Engn, Shanghai 200092, Peoples R China
关键词
Slope; Stochastic seismic response; Dynamic stability reliability; Random analysis methods; DENSITY EVOLUTION EQUATION; GROUND MOTION SIMULATION; PROBABILISTIC EVALUATION; SOIL SLOPES; ROCK SLOPE; EARTH DAM; STABILITY; EARTHQUAKES; MODEL; LANDSLIDES;
D O I
10.1016/j.soildyn.2017.06.017
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
This study analyzes the factors that influence the seismic stability of slopes and summarizes the variability and uncertainties in the various components. It also shows why the variability should be considered in stability analyses of slopes. Furthermore, stochastic seismic performance evaluations corresponding to the different sources of variability are summarized and reviewed. In particular, new random vibration methods are applied to seismic response studies. Finally, by characterizing the intrinsic factors and understanding the variability in dynamic slope systems, future development of the stochastic seismic response analysis method is elaborated.
引用
收藏
页码:458 / 464
页数:7
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