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期刊论文 [8]
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2021 [3]
2020 [5]
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china [8]
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Spatial and temporal variation of rainfall extremes for the North Anhui Province Plain of China over 1976–2018 [期刊论文]
Natural Hazards, 2021-01-01, 105 (3
Du M.;  Zhang J.;  Yang Q.;  Wang Z.;  Bao Z.;  Liu Y.;  Jin J.;  Liu C.;  Wang G.
View/Download：14/0
 
Analysis of the acceptable risk preferences of debris-flow disasters for three-category populations and their demographic characteristics in China [期刊论文]
Natural Hazards, 2021-01-01, 107 (1
Liu X.;  Miao C.
View/Download：1/0
 
An empirical attenuation model of the peak ground acceleration (PGA) in the near field of a strong earthquake [期刊论文]
Natural Hazards, 2021-01-01, 105 (1
Yao X.;  Qi S.;  Liu C.;  Guo S.;  Huang X.;  Xu C.;  Zheng B.;  Zhan Z.;  Zou Y.
View/Download：19/0
 
A big landslide on the Jinsha River, Tibet, China: geometric characteristics, causes, and future stability [期刊论文]
Natural Hazards, 2020-01-01, 104 (3
Cui Y.;  Bao P.;  Xu C.;  Fu G.;  Jiao Q.;  Luo Y.;  Shen L.;  Xu X.;  Liu F.;  Lyu Y.;  Hu X.;  Li T.;  Li Y.;  Liu Y.;  Tian Y.
View/Download：8/0
 
Land subsidence monitoring in sinking coastal areas using distributed fiber optic sensing: a case study [期刊论文]
Natural Hazards, 2020-01-01, 103 (3
Liu S.-P.;  Shi B.;  Gu K.;  Zhang C.-C.;  Yang J.-L.;  Zhang S.;  Yang P.
View/Download：0/0
 
Assessing the applicability of conceptual hydrological models for design flood estimation in small-scale watersheds of northern China [期刊论文]
Natural Hazards, 2020-01-01, 102 (3
Wang W.;  Liu J.;  Li C.;  Yu F.;  Xie Y.;  Qiu Q.;  Jiao Y.;  Zhang G.
View/Download：5/0
 
Study of double combination evaluation of urban comprehensive disaster risk [期刊论文]
Natural Hazards, 2020-01-01, 104 (2
Wang W.;  Xia C.;  Liu C.;  Wang Z.
View/Download：0/0
 
Comparison of GA-BP and PSO-BP neural network models with initial BP model for rainfall-induced landslides risk assessment in regional scale: a case study in Sichuan, China [期刊论文]
Natural Hazards, 2020-01-01, 100 (1
Zhu C.;  Zhang J.;  Liu Y.;  Ma D.;  Li M.;  Xiang B.
View/Download：4/0
 

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