Destructive capacity report of July 12, M5.1 Tangshan Guye District, Hebei earthquake
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图 4 不同台站附近地震滑坡分布
(a) 滑坡体饱和比例为0%; (b) 滑坡体饱和比例为50%; (c) 滑坡体饱和比例为90%
Figure 4. Distribution of earthquake-induced landslide near to different stations
(a) The proportion of the landslide slab thickness that is saturated equals 0%; (b) The proportion of the landslide slab thickness that is saturated equals 50%; (c) The proportion of the landslide slab thickness that is saturated equals 90%
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[1] Lu X Z,Cheng Q L,Xu Z,et al. Real-time city-scale time-history analysis and its application in resilience-oriented earthquake emergency responses[J]. Appli. Sci.,2019,9(17):3497 doi: 10.3390/app9173497 [2] Lu X Z, Guan H. Earthquake disaster simulation of civil infrastructures: From tall buildings to urban areas[M]. Singapore: Springer, 2017 [3] 纪晓东,马琦峰,赵作周,等. 北京市既有农村住宅砖木结构加固前后振动台试验研究[J]. 建筑结构学报,2012,33(11):53-61 [4] 朱伯龙,蒋志贤,吴明舜. 上海五层砌块试验楼抗震能力分析[J]. 同济大学学报,1981(4):7-14 -