1.代表性学术论文：
（1） Wake control of vortex shedding based on spanwise suction of a bridge section model using Delayed Detached Eddy Simulation[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2016, 155:100-114.（1作，Q1，中科院top）
（2） Wake control using spanwise-varying vortex generators on bridge decks: A computational study[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2019, 184:185-197.（1作，Q1，中科院top）
（3） Mode-based energy transfer analysis of flow-induced vibration of two rigidly coupled tandem cylinders. 2022，International Journal of Mechanical Sciences.（已接收，1作，Q1，中科院top）
（4） Improvement of aerodynamic performance of Savonius wind rotor using straight-arc curtain[J]. Applied Sciences, 2020, 10(20): 7216.（1作，Q2）
（5） Flow past a transversely oscillating cylinder at lock-on region and three-dimensional Floquet stability analysis of its wake[J]. Physics of Fluids, 2021, 33(2): 025111.（1作，Q1，中科院top）
（6） Experimental study on mitigating extreme roof suctions by passive vortex generators[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2021, 219: 104807.（通讯，Q1，中科院top）
（7） Dynamic mode decomposition analysis of the two-dimensional flow past two transversely in-phase oscillating cylinders in a tandem arrangement[J]. Physics of Fluids, 2022, 34(3): 033602.（1作，Q1，中科院top）
（8） Numerical investigation of the flow past two transversely forced oscillating cylinders in a tandem arrangement[J]. Ocean Engineering, 2022, 251: 110757.（1作，Q1，中科院top）
（9） Vortex-induced vibration control of a streamline box girder using the wake perturbation of horizontal axis micro-wind turbines[J]. Journal of Fluids and Structures, 2022, 108: 103444.（1作，Q2）
（10） Steady suction for controlling across-wind loading of high-rise buildings[J]. The Structural Design of Tall and Special Buildings, 2016, 25(15):785-800.
（11） Secondary wake instability of a bridge model and its application in wake control[J]. Computers & Fluids, 2017:S0045793017303894.（通讯，Q2）
（12） Experimental study on mitigating vortex-induced vibration of a bridge by using passive vortex generators[J]. Journal of Wind Engineering & Industrial Aerodynamics, 2018, 175:100-110.（通讯，Q2，中科院top）
（13） Effect of roof heights on dynamic characteristics of wind pressure on square low-rise buildings[J]. Građevinar, 2022, 74(04.): 265-276.（通讯，Q4，中科院）
（14） Field measurement of wind characteristics and induced tree response during strong storms[J]. Journal of Forestry Research, 2022: 1-12.（通讯，Q2，中科院）
（15） 利用涡流发生器减小平屋盖风吸力的实验研究.中南大学学报.（1作，卓越）
（16） Numerical Simulation of the flow Past a Passenger Cable Car[C]//IOP Conference Series: Earth and Environmental Science. IOP Publishing, 2021, 643(1): 012180. （通讯）
（17） External suction-blowing method for controlling vortex-induced vibration of a bridge[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2021, 215: 104661. （3作）
（18） Wind-tunnel study of the aerodynamic characteristics and mechanical response of the leaves of Betula platyphylla Sukaczev[J]. Biosystems Engineering, 2021, 207: 162-176.（3作）
（19） Control of vortex-induced vibration of a long-span bridge by inclined railings[J]. Journal of Bridge Engineering, 2021, 26(12): 04021093. （3作）
（20） Effects of vortex generators on the wind load of a flat roof: A computational study[J]. Wind and Structures, 2021, 32(1): 1-9. （3 作）
（21） Steady-Suction-Based Flow Control of Flutter of Long-Span Bridge[J]. Applied Sciences, 2020, 10(4): 1372. （2作）
（22） Steady suction-based aerodynamic control for suppressing vortex induced vibration of a bridge deck section: Dabo Xin, Hongfu Zhang & Jinping Ou[M]//Mechanics of Structures and Materials XXIV. CRC Press, 2019: 1309-1314. （2作）
（23） Suction-based active aerodynamic control of wind loads on super high-rise buildings[J]. Advances in Structural Engineering, 2016, 19(7): 1092-1102. （3作）
2.授权专利6项：
（1）一种具有改善桥梁风环境功能的新型垂直轴风力机装置，专利号：ZL201921749067.X
（2）一种自适应摆动襟翼的大跨桥梁风振控制方法，专利号：ZL202010132222.4
（3）一种具有发电功能的大跨屋盖风吸力抑制装置，专利号：ZL202120775625.0
（4）基于旋涡发生器的大跨桥梁风致振动流动控制方法，专利号：CN107503281B
（5）一平屋盖风吸力抑制组合装置，专利号：ZL202101800266.6
（6）一种高层建筑用兼具风振控制与振动发电的结构，专利号：ZL202122496166.5
