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（七）代表性论文
（1）黄帅，刘传正，Goda
Katsuichiro. 光滑粒子流体动力学方法在饱和边坡地震滑移大变形中的适用性研究. 岩土工程学报, 2023, 45(2): 336-344.（EI）
（2）Shuai Huang, Chuanzheng Liu. A computational framework for
fluid–structure interaction with applications on stability evaluation of
breakwater under combined tsunami–earthquake activity. Computer–Aided Civil
and Infrastructure Engineering, 2022, 38(3): 325-352.[IF: 10.066]
（3）Shuai Huang, Mingming Huang, Yuejun Lyu. Seismic performance analysis of a wind turbine with monopile
foundation affected by sea ice based on simple numerical method. Engineering
Applications of Computational Fluid Mechanics, 2021, 15(1):1113-1133. [IF: 6.519]
（4）Shuai Huang, Yuejun Lyu,. et al. Seismic performance
assessment of unsaturated soil slope in different groundwater levels.
Landslides, 2021, 18: 2813–2833.[IF: 6.153]
（5）Shuai Huang, Mingming Huang, Yuejun Lyu, Liwei Xiu. Effect of
sea ice on seismic collapse-resistance performance of wind turbine tower
based on a simplified calculation model. Engineering
Structures,2021,27:111426. [IF: 5.582]
（6）Shuai Huang, Mingming Huang, Yuejun Lyu. A novel approach for
sand liquefaction prediction via local mean-based pseudo nearest neighbor
algorithm and its engineering application. Advanced Engineering Informatics,
2019,41:1-12.[ IF: 7. 862]
（7）Shuai Huang, Mingming Huang, Qingjie Qi. A simplified
calculation method of ice–structure–water dynamic interaction under
earthquake action. Extreme Mechanics Letters, 2021,43:1011782021. [IF: 4.728]
（8）Shuai Huang, Shufeng Zhai, Yingjie Liu, Chuanzheng Liu,
Katsuichiro Goda, Ben Mou.
Seismic
behavior analysis of the bank slope considering the effect of earthquake-induced
excess pore water pressure. Frontiers in Earth Science, 2021, 799612. （SCI）
（9）刘传正，黄帅. 郑州西部山区“7.20”山洪地质灾害成因研究. 工程地质学报，2022,30(03):931-943.（核心）
（10）刘传正，沈伟志，黄帅. 中国地质灾害预防应对战略思考.灾害学，2022, 37 (03) : 1-4. （核心）
（11）Shuai Huang, Yuejun Lyu, Yanju Peng. Analysis of factors
influencing rockfall runout distance and prediction model based on an
improved KNN Algorithm. IEEE ACCESS, 2019,7:66739-66751.（SCI）
（12）Shuai Huang, Yuejun Lv, Yanju Peng. Application research of
new cementitious composite materials in a saline soil subgrade aseismic
strengthening. Advances in civil engineering, 2020, 1-18.（SCI）
（13）Shuai Huang, Yuejun Lv, Guo Wu, Haijun Sha, Yanju Peng.
Seismic resistance performance of a utility tunnel in saline soil foundation
based on new cementitious composite materials. Latin American Journal of
Solids and Structures, 2020, 17(1):1-20.（SCI）
（14）Shuai Huang,Mingming Huang, and Yuejun Lyu. An Improved
KNN-Based slope stability prediction model. Advances in Civil Engineering,
2020, 1-16.（SCI）
（15）Shuai Huang, Qingjie Qi, Wengang Liu, Yingjie Liu, Youxin
Zhao. Seismic behavior analysis of wind turbine tower affected by
hydrodynamic pressure based on a simplified calculation model. Latin American
Journal of Solids and Structures, 2020, 17(6):1-18.（SCI）
（16）Shuai Huang, Qingjie Qi, Shufeng Zhai, Wengang Liu, Jianzhong
Liu. Seismic behaviour analysis of a wind turbine tower affected by sea ice
based on a simplified model. Scientific Reports, 2021, 11:1-12.（SCI）
（17）Shuai Huang, Yanju Peng. Seismic Stability Analysis of
saturated and unsaturated soil slopes using permanent displacement. Advance
in civil engineering, 2018,1-9.（SCI）
（18）Shuai Huang, Yuejun Lyu, Yanju Peng. Effect Analysis of
dynamic water pressure on dynamic response of offshore wind turbine tower.
Journal of Vibroengineering, 2020, 22(1):225-238.（EI）
（19）Shuai Huang, Qingjie Qi, Jianzhong Liu, Wengang Liu. Tunnel
surrounding rock stability prediction using improved KNN algorithm. Journal
of Vibroengineering, 2020, 22(7):1674-1691.（EI）
（20）Shuai Huang, Yuejun Lv, Yanju Peng. Dynamic Response of Sandy
Slope under Coupling of Earthquake and Groundwater. Geotechnical and
Geological Engineering, 2016, 34(3):889~899.（EI）
（21）黄帅，吕悦军，彭艳菊. 基于永久位移的边坡地震稳定性安全评价方法研究.土木工程学报, 2016,
49(S2):120~125.（EI）
（22）黄帅，宋波，牛立超，叶阳升，蔡德钩.
地震作用下动孔隙水压力对边坡永久位移影响的简便计算方法.建筑结构学报, 2014,35(3): 215~221.（EI）
（23）Shuai Huang, Yuejun Lv, Yanju Peng, et al. Permanent
Displacement Analysis of Soil Slope Considering Dynamic Pore Water Pressure
under Severe Earthquake. Electronic Journal of Geotechnical Engineering,
2015,20(4): 1529-1540.（EI）
（24）黄帅, 宋波, 蔡德钩, 叶阳升.
近远场地震下高陡边坡的动力响应及永久位移分析. 岩土工程学报, 2013, 35(zk2): 768-773.（EI）
（25）Shuai Huang, Yuejun Lyu,
Yanju Peng, Haijun Sha. On-site vibration test and dynamic response analysis
of wind turbine of intertidal zone. Vibroengineering PROCEDIA, 2019,
28:87-92.（EI）
（26）黄帅, 宋波, 林懿翀, 刘诗净, 陈健,
王荣. 强震作用下土质边坡永久变形的简易评价方法和影响因素分析. 土木工程学报, 2014,47(S1):257-262. （EI）
（27）黄帅, 宋波, 贺文山, 韦伟. 考虑脉动风影响的风电塔风致动力响应数值分析与现场监测比较. 土木工程学报, 2012,
45(S1):102-106.（EI）
（28）黄帅,张力方,吕悦军,彭艳菊,沙海军.
地下水位变化对砂质边坡地震稳定性的影响研究.防灾减灾工程学报, 2015,35(5): 599-606.(核心)
（29）黄帅, 吕悦军. 强震作用下动孔隙水压力对砂质边坡动力响应的影响.水运工程,2015,10:158-167. (核心)
（30）黄帅, 王荣, 汪洪祥, 蔡德钩, 闫宏业.
结构面参数对顺层边坡破坏模式的影响规律.金属矿山,2015,10:140-145. (核心)
（31）黄帅, 汪洪祥, 王荣, 蔡德钩, 闫宏业. 地下水和地震共同作用下的边坡稳定性分析.金属矿山,2015,7:135-138.
(核心)
（32）宋波, 黄帅（通讯）, 蔡德钩, 叶阳升. 地震和地下水耦合作用下砂土边坡稳定性研究. 岩土工程学报, 2013, 35(zk2):
862-868.（EI）
（33）宋波, 黄帅（通讯）, 蔡德钩, 叶阳升.
地下水位变化对砂土边坡地震动力响应的影响研究.岩石力学与工程学报,2014,33(S1):2698-2706.（EI）
（34）宋波, 黄帅（通讯）. 强震作用下地下水对砂质边坡的动力响应和破坏模式的影响分析. 土木工程学报,
2014,47(S1):240-245.（EI）
（35）Bo song, Shuai Huang（通讯）. Study on Hydrodynamic
Pressure and Dynamic Response of Pier under Long earthquakes. ASCE/GSP2014,
232:489-497.(EI)
（36）Bo Song, Shuai Huang（通讯）, Wenshan He, Wei Wei. Buckling Analysis of Wind Power Tower
Considering the Effect of Nonlinear Characteristic. Applied Mechanics and
Materials, 2013, 256-259: 792-795.（EI）
（37）蔡德钩,黄帅（通讯）.地下水位上升对边坡稳定性影响的拟静力分析.铁道建筑,2015.1:56-62.
(核心)
科普文章：
（1）黄帅.城市灾害来临,我们如何应急避难?《知识就是力量》多媒体杂志, 2019.
（2）黄帅.新世界七大奇迹之首，世界最大单体隔震建筑！北京大兴国际机场竣工. 《知识就是力量》多媒体杂志, 2019.
（3）黄帅.地震模拟振动台缘何而来，又是如何工作的. 《知识就是力量》多媒体杂志, 2019.
（4）黄帅.世界最大地震工程模拟研究设施落户天津，这件“国之重器”你了解多少？《知识就是力量》多媒体杂志, 2019.
（5）黄帅. 地震了，房子怎么办？——住房地震保险制度保驾护航.《知识就是力量》多媒体杂志, 2019.
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