2001.9 2006.1 大连理工大学 港口海岸及近海工程 博士 1995.9 1999.7 武汉水利电力大学 水利水电建筑工程 学士

2005.7 至今 大连理工大学 讲师 2011.12 至今 大连理工大学 副教授

负责了国家自然科学基金、英国The Leverhulme Trust Visiting Fellowship基金等10多项项目研究。

国际期刊代表性学术论文： [1] Tang J*, Shen YM, Causon DM, Qian L, Mingham CG. Numerical study of periodic long wave run-up on a rigid vegetation sloping beach. Coastal Engineering, 2017, 121: 158-166. [2] Tang J*, Shen SD, Wang H. Numerical Model for Coastal Wave Propagation through Mild Slope Zone in the Presence of Rigid Vegetation. Coastal Engineering, 2015, 97: 53-59. [3] Tang J*, Causon D, Mingham C, Qian L. Numerical Study of Vegetation Damping Effects on Solitary Wave Run-up using the Nonlinear Shallow Water Equations. Coastal Engineering, 2013, 75: 21-28. [4] Tang J*, Shen YM, Zheng YH, Qiu DH. An Efficient Computational Model for Solving the Mild Slope Equation. Coastal Engineering, 2004, 51(2): 143-154. [5] Tang J* , Li QS, Meng XY, Shen YM, Zhang ML. Numerical modeling of coastal waves and nearshore currents on adaptive quadtree grids. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2018, 144(5): 04018011. [6] Tang J*, Zhao CY, Shen YM. Numerical investigation of the effects of coastal vegetation zone width on wave run-up attenuation. Ocean Engineering, 2019, 189: 106395. [7] Tang J*, Lyu YG, Shen YM, Zhang, ML, Su MR. Numerical study on influences of breakwater layout on coastal waves, waveinduced currents, sediment transport and beach morphological evolution. Ocean Engineering, 2017, 141: 375-387. [8] Yang ZY, Tang J*, Shen YM. Numerical study for vegetation effects on coastal wave propagation by using nonlinear Boussinesq model. Applied Ocean Research, 2018, 70: 32–40. [9] Tang J*, Shen YM, Cui L. Modeling Near-Shore Currents Induced by Irregular Breaking Wave. Journal of Coastal Research, 2008, SI52: 245-252. [10] Shen YM*, Tang J, Huang WR. Numerical Simulation of Long-Shore Currents Induced by Regular Breaking Wave. Journal of Coastal Research, 2008, SI52: 215-222. 国内期刊代表性学术论文： [1] Tang J*, Lyu YG, Shen YM. Numerical simulation of sediment transport in coastal waves and wave-induced currents. Acta Oceanologica Sinica, 2016, 35(9): 111-116. [2] Tang J*, Lyu YG, Shen YM. Numerical study on water waves and wave-induced longshore currents in Obaköy coastal water. Acta Oceanologica Sinica, 2014, 33(9): 40-46. [3] Tang J*, Shen YM, Shi F, Zhang M. Numerical Study of Wave and Longshore Current Interaction. Acta Oceanologica Sinica, 2012, 31(3): 10-17. [4] Tang J*, Shen YM, Qiu DH. Numerical Study of Pollutant Movement in Waves and Wave-induced Long-Shore Currents in Surf Zone. Acta Oceanologica Sinica, 2008, 27(1): 122-131. [5] Zhao DM*, Tang J, Wu XG, Lin CG, Liu LJ, Chen J. Developing a 2D vertical flow and sediment transport model for open channels using the Youngs-VOF method. Chinese Journal of Oceanology and Limnology, 2017, 35(2): 444-451. [6] 李巧生, 唐军, 吕义港. 适于模拟不规则水域波浪的缓坡方程两种数值模型比较. 海洋学报, 2020, 42(1): 31-39. [7] 唐军, 沈永明, 崔雷. 基于抛物型缓坡方程模拟近岸植被区波浪传播. 海洋学报, 2011, 33(1):7-11. [8] 唐军, 沈永明, 崔雷, 郑永红. 随机波浪作用下近岸波流场的数值模拟. 力学学报, 2008, 40(4): 455-463. [9] 唐军, 沈永明, 郑永红, 邱大洪. 结合椭圆型缓坡方程模拟近岸波流场. 海洋学报, 2006, 28(1): 146-151. [10] 唐军, 邹志利, 沈永明, 邱大洪. 近岸海域波浪场中污染物运动的实验研究. 海洋学报, 2004, 26(1): 105-112.