高福平

中国科学院力学研究所

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  • 高福平
  • 研究员
  • 北京市北四环西路15号

简历:

2003—至今: 中国科学院力学研究所,先后聘为助研、副研、研究员/博士生导师

2015—2015: University of Western Australia, Visiting Professor

2001—2002: University of Western Australia /Griffith University, Post-doctoral Research Fellow

2000—2000: Hong Kong University of Science and Technology, Research Associate

2001: 中国科学院力学研究所,获博士学位

研究领域:

学科领域:海洋土力学、海洋工程

研究方向:流固土耦合力学(波流-结构-海床相互作用)

社会任职:

“Ocean Engineering”副主编(Deputy Editor); “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。

“国际海洋与极地工程学会(ISOPE)”技术理事会成员(TPC Member);“国际土力学与岩土工程学会 (ISSMGE)”第四届冲刷技术委员会Vice-Chair、海洋土力学专业委员会委员;“国际工程地质学会(IAEG)”海洋工程地质委员会执行委员。

“中国力学学会”理事; “中国振动工程学会”土动力学专业委员会理事; “中国造船工程学会”近海工程学术委员会委员。

获奖及荣誉:

中国高被引学者 (Most Cited Chinese Researcher, Elsevier)

2016年,入选中国科学院“青年创新促进会—优秀会员”

2011年,获中国力学学会“青年科技奖”

2009年,获中国科学院“卢嘉锡青年人才奖”

2007年,入选北京市“科技新星”计划

代表论著:Selected Publications:1.Qi, W.G., *Gao, F.P. (2018): Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed. Ocean Engineering, 153: 412-423. (SCI/EI)2.Shi, Y.M., *Gao, F.P. (2017): Lateral instability and tunnel erosion of a submarine pipeline: Competition mechanism. Bulletin of Engineering Geology and the Environment, DOI 10.1007/s10064-017-1073-9. (SCI/EI)3.*Gao, F.P. (2017): Flow-pipe-soil coupling mechanisms and predictions for submarine pipeline instability. Journal of Hydrodynamics, 29 (5): 763-773. (SCI/EI)4.Li, L., Li, J., Huang, J., Gao, F.P. (2017): Bearing capacity of spudcan foundations in a spatially varying clayey seabed. Ocean Engineering, 143: 97-105. (SCI/EI)5.*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, 53(11): 1822-1830. (SCI/EI)6.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)7.Li, Y.X., Qi, W.G., *Gao, F.P. (2016): Physical modelling of pile-group effect on the local scour in submarine environments. Procedia Engineering, 166: 212-220. (EI)8.*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, 58 (12): 124701. (SCI/EI)9.*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, 104: 405-413. (SCI/EI)10.*Gao, F.P., Cassidy, M. (2015): Editorial: Special issue on offshore structure-soil interaction. Theoretical and Applied Mechanics Letters, 5: 63.11.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, 5: 89-92.12.Qi, W G, *Gao, F.P. (2015): A modified criterion for wave-induced momentary liquefaction of sandy seabed. Theoretical and Applied Mechanics Letters, 5: 20-23.13.Qi, W G, *Gao, F.P. (2014): Equilibrium scour depth at offshore monopile foundation in combined waves and current. Science China, Technological Sciences, 57(5): 1030-1039. (SCI/EI)14.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, 83: 72-81. (SCI/EI)15.Zang, Z.P., *Gao, F.P. (2014): Steady current induced vibration of near-bed piggyback pipelines: Configuration effects on VIV suppression. Applied Ocean Research, 46: 62-69. (SCI/EI)16.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, 45(4): 40-45. (EI)17.*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, 73: 159-167. (SCI/EI)18.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, 40: 50-59. (SCI/EI)19.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,57: 240-247. (SCI/EI)20.*Gao, F.P. & Zhao, B. (2012): Slip-line field solution for ultimate bearing capacity of a pipeline on clayey soils. Theoretical & Applied Mechanics Letters,2: 051004.21.*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, 50: 44-52. (SCI/EI)22.*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, 26(2): 185-194. (SCI/EI)23.*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, 38: 934-942. (SCI/EI)24.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, 21(3): 233-239. (SCI/EI)25.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, 4: 273-281. (EI)26.*Gao, F.P. & Luo, C.C. (2010): Flow-pipe-seepage coupling analysis on spanning initiation of a partially-embedded pipeline.Journal of Hydrodynamics,22(4): 478-487. (SCI)27.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, 34: 920-936. (SCI, EI)28.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, 41(4): 1-10.(EI)29.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, 23(1): 119–132. (SCI, EI)30.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)31.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)32.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(3-4): 301-309. (SCI, EI)33.*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)34.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)35.*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(5): 291-298. (SCI, EI)36.*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)37.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)38.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)39.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, 20(1):113-121 (SCI, EI)40.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)41.*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)42.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)43.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 (6): 535-547. (SCI, EI)44.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)45.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(2): 83-90. (SCI, EI)46.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): 77-90.47.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).48.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).49.Gao, F. P. & Randolph, M. F.: Progressive ocean wave modeling in drum centrifuge. Frontiers in Offshore Geotechnics (ISFOG), London: Taylor & Francis, 2005, pp. 583-588. (EI)50. 高福平.海洋工程结构与海床土体相互作用机理及分析方法. 中国学科发展战略研究 — 水利科学与工程前沿, 北京:科学出版社,2017,pp. 877-888.