贺瑞

【近期论文】

（1） He Rui *, Amir Kaynia, Zhang Jisheng. Influence of vertical shear stresses due to pile-soil interaction onlateral dynamic responses for offshore mono-piles, Marine Structures, 2019, 64: 341-359. 

（2） He Rui *, Amir Kaynia, Zhang Jisheng. A Poroelastic Solution for Dynamics of Laterally Loaded Offshore Monopiles, Ocean Engineering, 2019, 179: 337-350. 

（3） He Rui *, Ronald Y.S. Pak, Lizhong Wang, Elastic lateral dynamic impedance functions for a rigid cylindrical shell type foundation, International Journal for Numerical and Analytical Methods in Geomechanics, 2017, 41: 508-526.

（4） He Rui *. Dynamic vertical impedance of a submarine strip foundation in ocean engineering: Water wave pressure effect, Ocean Engineering, 2017, 139:116-126.

（5） He Rui, Lizhong Wang, Ronald Y.S. Pak, Zhen Guo*, Jinhai Zheng, Vertical elastic dynamic impedance of a large diameter and thin-walled cylindrical shell type foundation, Soil Dynamics and Earthquake Engineering, 2017, 95:138-152.

（6） He Rui *, Jisheng Zhang, Weiyun Chen, Using the Elastic Vertical Vibration of a Rigid Caisson at Low Frequencies to Stabilize the Foundation of Coastal Engineering Structures, Journal of Coastal Research, 2017, 33(4): 989-996.

（7） He Rui *, Lizhong Wang. Elastic rocking vibration of an offshore gravity base foundation, Applied Ocean Research, 2016, 55: 48-58.

（8） He Rui *. Rocking vibration of a rigid disc embedded in any depth of a coupled seawater-visco-poro-elastic seabed half-space，Soil Dynamics and Earthquake Engineering，2016，85：130-133.

（9） He Rui, and Lizhong Wang*. Horizontal vibration of a rigid disk buried in a poroelastic half-space in contact with a fluid half-space, Soil Dynamics and Earthquake Engineering, 2013, 44(1): 38-41.

（10） He Rui, Lizhong Wang*, H.Y. Yu, Vertical vibration of a rigid disc embedded in a poroelastic half-space in contact with a fluid half-space, Wave Motion, 2013, 50(3): 363–373.

（11） He Rui，Lizhong Wang*，A coupled fluid layer–rigid disk–poroelastic half-space vibration problem，Soil Dynamics and Earthquake Engineering，2012，43（2012）：114-123.

（12） He Rui, Lizhong Wang*, H.Y. Yu, Time harmonic point load and dynamic contact problem of contacting fluid and poroelastic half-spaces, Soil Dynamics and Earthquake Engineering, 2012, 36(3): 20-31.

（13） ChangJie Zheng, He Rui, Horizontal vibration of a cylindrical rigid foundation embedded in poroelastic half-space, Computers and Geotechincs,2019.

（14） Peng W , He Rui , Zhang J , et al. Wave tank experiments on the power capture of a float-type wave energy device with a breakwater[J]. Journal of Renewable and Sustainable Energy, 2018, 10(5).

（15） He Rui.*, Dynamic responses of offshore wind turbines on bucket foundations in sand considering soil-structure interaction, 27th International Ocean and Polar Engineering Conference. San Francisco, California, USA, 2017, June 25-30.

（16） He Rui.*, Huang T., Radiative damping of offshore wind turbine gravity base foundations at low frequencies, 35th International Conference on Ocean, Offshore and Arctic Engineering, Busan, Korea 2016, June 19-24.

（17） Zhen Guo, Dong-sheng Jeng, Wei Guo, He Rui *: Simplified approximation for seepage effect on penetration resistance of suction caissons in sand. Ships and Offshore Structures 06/2016, DOI:10.1080/17445302.2016.1200450.

（18） Zhai Y , He Rui , Zhao J , et al. Physical Model of wave-induced seabed response around trenched pipeline in sandy seabed[J]. Applied Ocean Research, 2018, 75:37-52. 

（19） Weiyun Chen, Dongsheng Jeng, Guoxing Chen, Hongyi Zhao, He Rui, Hongmei Gao: Momentary liquefaction of porous seabed under vertical seismic action. Applied Ocean Research 04/2018; 73:80-87., DOI:10.1016/j.apor.2018.02.005.

（20） He Rui: Response to Discussion of “Rocking vibration of a rigid disc embedded in any depth of a coupled seawater-visco-poro-elastic seabed half-space”. Soil Dynamics and Earthquake Engineering 11/2017;, DOI:10.1016/j.soildyn.2017.11.007.

（21） Titi Sui, Jinhai Zheng, Chi Zhang, Dong-Sheng Jeng, Jisheng Zhang, Yakun Guo, He Rui: Consolidation of unsaturated seabed around an inserted pile foundation and its effects on the wave-induced momentary liquefaction. Ocean Engineering 02/2017; 131:308-321., DOI:10.1016/j.oceaneng.2016.10.019.

（22） Weiyun Chen, Yu Huang, Zhihua Wang, He Rui, Guoxing Chen, Xiaojun Li: Horizontal and vertical motion at surface of a gassy ocean sediment layer induced by obliquely incident SV waves. Engineering Geology 01/2017; 227., DOI:10.1016/j.enggeo.2017.01.001.

（23） Zhang J , Tong L , Zheng J , He Rui. Effects of Soil-Resistance Damping on Wave-Induced Pore Pressure Accumulation around a Composite Breakwater[J]. Journal of Coastal Research, 2018, 343:573-585. 

（24） Linlong Tong, Jisheng Zhang, Jinhai Zheng, He Rui: Effects of Soil Resistance Damping on Wave-Induced Pore Pressure Accumulation in a Sandy Seabed. The 9th International Conference on Asia and Pacific Coasts 2017 (APAC 2017); 11/2017, DOI:10.1142/9789813233812_0036.

（25） He Rui, Bo Ma, Tao Zhu, A soil-bucket dynamic interaction model test in sand, The 28th International Ocean and Polar Engineering Conference At: Sapporo, Japan.

（26） He Rui, Tao Zhu, Bo Ma, Dynamic Responses of Mono-piles in the Presence of Scour Holes: Volume 2, In book: Proceedings of China-Europe Conference on Geotechnical Engineering.

（27） 贺瑞*，余璐庆，张继生，浅基础支撑的近海风机第一、二阶自振频率接近的原因分析，2015中国力学大会,上海，2015.8.15~8.17.

（28） 贺瑞, 王立忠. 砂质海床中锚板基础水平振动动力特性研究. 岩土工程学报, 37(11).

（29） 林捷, 贺瑞, 郑金海. 海上风力发电机桶形基础竖向初始动阻抗影响因素分析[J]. 河海大学学报(自然科学版), 2017, 45(3):263-270.

（30） 陶文艳, 贺瑞, 郑金海. 海上风机大直径单桩水平-摇摆耦合振动特性. 河海大学学报(自然科学版), 2018, 46(3):260-267.

【授权专利】

（1）贺瑞、朱涛、马博、张继生，一种对倾斜模型桩基进行纠偏的试验纠偏装置及方法，2019.02.01，中国，ZL201711275536.4.

（2）贺瑞、陶文艳、郑金海, 可考虑冲刷影响的桶基侧向动阻抗试验测量装置及方法, 2017.09.15, 中国, ZL201610240018.8

（3）贺瑞、林捷、郑金海，一种桶基竖向初始动阻抗试验装置及试验方法，2018.09，中国，ZL 201610606875.5

（4）黄挺、贺瑞、郑金海、袁宇、林捷，一种测量波浪对桩基水平承载性能影响的装置及方法，2017.04.05，中国，ZL201510747330.1

（5）黄挺、吴斌、贺瑞、郑金海，一种减小负摩阻力作用的组合PHC管桩，2016.05.11，中国，ZL201510532612.X

（6）林祥峰、张继生、贺瑞，一种水平潮流能水轮机试验装置及试验方法，2017.1.25，中国，ZL201710055422.2