中国科学院力学研究所 高福平 博士生导师
作者：科大科院考研网 发表时间：2019-11-17 来源：研招办
科院考研推荐链接：
研究领域
学科方向：海洋土力学；流固土耦合力学；海洋工程
试验技术：大型波流水槽的流固土耦合动力过程模拟；海洋工程流固土耦合多物理参数同步测试与实时监控
应用领域：海洋油气资源与可再生能源开发，主要包括海底管线与立管系统稳定性、海洋平台/水下生产系统结构基础承载力、近海风力和波浪发电结构基础系统设计分析等。
招生信息
招生专业：工程力学 （方向：海洋工程力学/土动力学/流固土耦合）
欢迎工程力学、岩土力学与工程、水利/海洋工程、土木工程等专业背景的考生报考。
联系地址：中国科学院力学研究所 流固耦合系统力学重点实验室 100190
Email: fpgao@imech.ac.cn
教育背景
学历
1997-2001：中国科学院力学研究所，工程力学专业，博士研究生。
学位
2001年：获中国科学院力学研究所，理学博士学位。
工作经历
2003--至今: 中国科学院力学研究所, 先后聘为助理研究员、副研究员、研究员（博导）
2001--2002: 西澳大利亚大学/Griffith大学, 博士后
2000--2000: 香港科技大学, 访问学者
2015--2015：西澳大利亚大学，访问教授
主要社会兼职：
Ocean Engineering, Theoretical & Applied Mechanics Letters, Journal of Hydrodynamics, Journal of Marine Science and Application, 应用数学和力学、岩土工程学报等期刊编委。
中国力学学会理事、中国科学院力学研究所学术委员会委员；国际土力学与岩土工程学会（ISSMGE）第四届冲刷土工技术委员会副主任、海洋土力学专业委员会委员；国际海洋与极地工程学会（ISOPE）技术委员会委员（TPC Member）；美国土木工程师学会ASCE 会员。
专利与奖励
发明专利：
1) 钢悬链线立管与海床动力耦合模拟装置及方法 (专利号: ZL201310339182.0)
2) 基于主动立体视觉技术的模拟海床地形测量方法及测量装置（专利号ZL 201310520389.8)
3) 一种模拟斜坡海床的土体制备装置及方法（专利号：ZL201010277593.8）
4) 斜坡海床上管道在位稳定性的机械加载模拟装置及方法（专利号：ZL201010281525.9）
5) 波流-结构物-海床动力耦合实验模拟方法及其装置 (专利号：ZL2004100336343)
6) 用鼓型离心机模拟海浪的方法及其装置 (专利号：ZL03148718.1)
7) 检测海底直铺管道侧向稳定性的模拟方法及其模拟装置 (专利号：ZL200810056643.2)
8) 渗透变形诱导海底管道地基悬空的模拟方法及装置 (专利号：ZL2005101029953)
主要奖励：
1) 2012年：入选中国科学院青年创新促进会
2) 2011年：获中国力学学会青年科技奖
3) 2009年：获中国科学院卢嘉锡青年人才奖
4) 2007年：入选北京市科技新星计划
2014-2015连续两年，入选爱思维尔（Elsevier）发布的“中国高被引学者榜单：海洋工程领域”。
出版信息
共发表学术论文110余篇，其中SCI收录34篇、EI收录55篇。代表性论文：
1. Gao, F.P., Wang,N., Li, J. H., Han, X.T. (2016): Pipe-soil interaction model for current-induced pipeline instability on a sloping sandy seabed. Canadian Geotechnical Journal, 2016 (In press)
2. Qi, W.G., Gao, F.P., Randolph, M.F., Lehane, B.M. (2016): Scour effects on p–y curves for shallowly embedded piles in sand. Géotechnique, 66(8): 648-660. (SCI/EI)
3. Gao, F.P.，Li, J.H., Qi, W.G., Hu, C. (2015): On the instability of offshore foundations: theory and mechanism. Science China-Physics, Mechanics & Astronomy, 2015, 58 (12): 124701. (SCI/EI)
4. Gao, F.P., Wang, N., Zhao, B. (2015): A general slip-line field solution for the ultimate bearing capacity of a pipeline on drained soils. Ocean Engineering, 2015, 104: 405-413. (SCI/EI)
5. Gao, F.P., Cassidy, M. (2015): Editorial: Special issue on offshore structure-soil interaction. Theoretical and Applied Mechanics Letters, 2015, 5: 63.
6. Hu, C., Gao, F.P. (2015). Elasto-plasticity and pore-pressure coupled analysis on the pullout behaviors of a plate anchor. Theoretical and Applied Mechanics Letters, 2015, 5: 89-92.
7. Qi, W G, Gao, F.P. (2015): A modified criterion for wave-induced momentary liquefaction of sandy seabed. Theoretical and Applied Mechanics Letters, 2015, 5: 20-23.
8. Qi, W G, Gao, F.P. (2014): Equilibrium scour depth at offshore monopile foundation in combined waves and current. Science China, Technological Sciences, 2014, 57(5): 1030-1039. (SCI/EI)
9. Qi, W.G. and Gao, F.P. (2014): Physical modeling of local scour development around a large-diameter monopile in combined waves and current. Coastal Engineering, 2014, 83: 72-81. (SCI/EI)
10. Zang, Z.P., Gao, F.P. (2014): Steady current induced vibration of near-bed piggyback pipelines: Configuration effects on VIV suppression. Applied Ocean Research, 2014, 46: 62-69. (SCI/EI)
11. Wang, Y.F., Gao, F.P., Qi, W.G. (2014): Cyclic pore pressure generation in silty soils under the action of combined waves and current. Geotechnical Engineering Journal, 2014, 45(4): 40-45. (EI)
12. Gao, F.P.，Wang, N., Zhao, B. (2013): Ultimate bearing capacity of a pipeline on clayey soils: Slip-line field solution and FEM simulation. Ocean Engineering, 2013, 73: 159-167. (SCI/EI)
13. Zang, Z.P., Gao, F.P., Cui, J.S. (2013): Physical modeling and swirling strength analysis of vortex shedding from near-bed piggyback pipelines. Applied Ocean Research, 2013, 40: 50–59. (SCI/EI)
14. Zhang, Y., Jeng, D.-S., Gao, F.P., Zhang, J.-S. (2013): An analytical solution for response of a porous seabed to combined wave and current loading. Ocean Engineering, 2013, 57: 240–247. (SCI/EI)
15. Gao, F.P. & Zhao, B. (2012): Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils. Theoretical & Applied Mechanics Letters, 2012, 2: 051004.
16. Gao, F.P., Han, X.T., Cao, J., Sha, Y., Cui, J.S. (2012): Submarine pipeline lateral instability on a sloping sandy seabed. Ocean Engineering, 2012, 50: 44–52. (SCI/EI)
17. Gao, F.P., Han, X.T., Yan, S.M. (2012): A numerical model for ultimate soil resistance to an untrenched pipeline under ocean currents. China Ocean Engineering, 2012, 26(2): 185–194. (SCI/EI)
18. Gao, F.P., Yan, S.M., Yang, B., Luo, C.C. (2011): Steady flow-induced instability of a partially embedded pipeline: Pipe–soil interaction mechanism. Ocean Engineering, 2011, 38: 934–942. (SCI/EI)
19. Li, X.J., Gao, F.P., Yang, B., Zang, J. (2011): Wave-induced pore pressure responses and soil liquefaction around pile foundation. International Journal of Offshore and Polar Engineering, 2011, 21(3): 233–239. (SCI/EI)
20. Hong Y.S., Mazzolani F. M., Gao, F.P. (2010): ISAB-2010 Foreword. Procedia Engineering, 2010, 4:1–2. (EI)
21. Yan, W.J. & Gao, F.P. (2010): Numerical analysis of interfacial shear degradation effects on axial uplift bearing capacity of a tension pile. Procedia Engineering, 2010, 4: 273–281. (EI)
22. Gao, F.P. & Luo, C.C. (2010): Flow-Pipe-Seepage Coupling Analysis on Spanning Initiation of a Partially-Embedded Pipeline. Journal of Hydrodynamics, 2010, 22(4): 478–487. (SCI)
23. Zhao, C.G., Liu, Y., Gao F.P. (2010): Work and energy equations and the principle of generalized effective stress for unsaturated soils. International Journal for Numerical and Analytical Method in Geomechanics, 2010; 34: 920–936. (SCI, EI)
24. Jeng, D.S., Zhou, X.L., Luo, X.D., Wang, J.H., Zhang, J. and Gao, F. P. (2010): Response of Porous Seabed to Dynamic Loadings. Geotechnical Engineering Journal of SEAGS & AGSSEA, 41(4): 1-10. （EI）
25. Yang, B., Gao, F. P., Li, D.H., Wu, Y. X. (2009): Physical modelling and parametric study on two-degree-of-freedom VIV of a cylinder near rigid wall. China Ocean Engineering, 2009, 23(1): 119–132. (SCI, EI)
26. Yang, B., Gao, F. P., Jeng, D.S., Wu, Y. X. (2009): Experimental study of vortex-induced vibrations of a cylinder near a rigid plane boundary in steady flow. Acta Mechanica Sinica, 25: 51–63. (SCI, EI)
27. Yang, B., Jeng, D.S., Gao, F. P., Wu, Y. X. (2008). Forces Acting on the Seabed around a Pipeline in Unidirectional Ocean Currents. The Open Civil Engineering Journal, 2: 148–155.
28. Yang, B., Gao, F. P., Wu, Y. X. (2008): Flow-induced vibrations of a cylinder with two degrees of freedom near rigid plane boundary. International Journal of Offshore and Polar Engineering, 18 (4): 302–307. (SCI, EI)
29. Yang, B., Gao, F. P., Jeng, D.S., Wu, Y. X. (2008): Experimental study of vortex-induced vibrations of a pipeline near an erodible sandy seabed. Ocean Engineering, 35: 301–309. (SCI, EI)
30. Gao, F. P., Yan, S.M., Yang, B., Wu, Y. X. (2007): Ocean currents-induced pipeline lateral stability. Journal of Engineering Mechanics, ASCE, 133(10): 1086–1092. (SCI, EI)
31. Jeng, D.S., Seymour, B., Gao, F.P., Wu, Y.X. (2007): Ocean waves propagating over a porous seabed: residual and oscillatory mechanisms. Science in China, Series E Technological Sciences, 50(1): 81–89. (SCI, EI)
32. Gao, F. P., Yang, B., Wu, Y. X., Yan, S.M. (2006): Steady currents induced seabed scour around a vibrating pipeline. Applied Ocean Research, 28: 291–298. (SCI, EI)
33. Gao, F. P., Jeng, D. S., Wu, Y. X (2006): An Improved Analysis Method for Wave-Induced Pipeline Stability on Sandy Seabed. Journal of Transportation Engineering, ASCE, 132(7): 590–596 (SCI, EI)
34. Yang, B., Gao, F.P., Wu, Y.X.(2006): Dimensional Analysis and Experimental Apparatus on Interaction between Ocean Current-Pipeline and Seabed. Journal of Ship Mechanics, 10(3): 130–141 (EI)
35. Zhao, C.G., Dong, J., Gao, F.P. (2006). An Analytical Solution for Three-Dimensional Diffraction of Plane P-Waves by a Hemispherical Alluvial Valley with Saturated Soil Deposits. Acta Mechanica Solida Sinica,19(2):141–151 (SCI, EI)
36. Yang, B., Gao, F. P., Wu, Y.X., Li, D.H. (2006): Experimental Study on Vortex-Induced Vibrations of Submarine Pipeline Near Seabed Boundary in Ocean Currents. China Ocean Engineering, 2006, 20(1):113–121 (SCI, EI)
37. Zhao, C.G., Dong, J., Gao, F.P., Jeng, D.S. (2006): Seismic responses of a hemispherical alluvial valley subjected to SV waves: A three-dimensional analytical approximation. Acta Mechanica Sinica, 22(6): 547–557. (SCI, EI)
38. Gao, F. P., Wu, Y. X. (2006): Non-linear Wave Induced Transient Response of Soil around a Trenched Pipeline. Ocean Engineering, 33: 311–330 (SCI, EI)
39. Zhao C.G., Yang Z.M., Gao F.P. and Zhang Y.N. (2005). Influential Factors of Loess Liquefaction and Pore Pressure Development. Acta Mechanica Sinica, 21(2): 129–132. (SCI, EI)
40. Gao, F. P., Jeng, D. S. and Sekiguchi, H. (2003): Numerical Study on the Interaction between Non-Linear Wave, Buried Pipeline and Non-Homogenous Porous Seabed. Computers and Geotechnics, 30:535–547. (SCI, EI)
41. Gao, F. P., Gu, X. Y. and Jeng, D. S. （2003）: Physical Modeling of Untrenched Submarine Pipeline Instability. Ocean Engineering, 30 (10): 1283–1304.(SCI, EI)
42. Gao, F. P., Gu, X. Y., Jeng, D. S. and Teo H.T. (2002): An Experimental Study for Wave-Induced Instability of Pipelines: The Breakout of Pipelines. Applied Ocean Research, 24: 83–90. (SCI, EI)
43. Jeng, D. S., Gao, F. P. and Sekiguchi, H. (2002): Effects of Wave Non-Linearity on the Wave-Induced Responses of Soil and Buried Pipeline: Application of GFEM-WSSI. Journal of Engineering, 13(2): 77–90.
44. Gu, X.Y., Gao, F.P. and Pu, Q. (2001): Wave-Soil-Pipe Coupling Effect upon Submarine Pipeline On-Bottom Stability. Acta Mechanica Sinica, 17(1): 86–96. (SCI, EI).
45. Pu, Q., Li, K., Gao F.P (2001): Scour of the Seabed under a Pipeline in Oscillating Flow. China Ocean Engineering, 15(1)：129–137. (SCI, EI).
