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薛鸿祥
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[1]Xue Hongxiang. 基于阻抗失配原理的L延拓型船用隔振基座研究 中国舰船研究, 2021,
[2]Xue Hongxiang. Internal laminar flow effect on the nonlinear dynamic response of marine risers under uniform ocean current SHIPS AND OFFSHORE STRUCTURES, 2021,
[3] 高温环境下海洋平台防爆墙结构冲击动力响应特性研究 上海交通大学学报, 2021,
[4] Behavior of unbonded flexible riser with composite armor layers under coupling loads Ocean Engineering, 2021,
[5]Xue Hongxiang. A moving-boundary based dynamic model for predicting the transient free convection and thermal stratification in liquefied gas storage tank INTERNATIONAL JOURNAL OF THERMAL SCIENCES, 2021,
[6]Xue Hongxiang. A thermal non-equilibrium model for predicting LNG boil-off in storage tanks incorporating the natural convection effect ENERGY, 2021,
[7]Xue Hongxiang. Numerical analysis on three-dimensional green water events induced by freak waves SHIPS AND OFFSHORE STRUCTURES, 2021,
[8] Nonlinear riser-seabed interaction response among touchdown zone of a steel catenary riser in consideration of vortex-induced vibration Ocean Engineering, 2021,
[9] Nonlinear dynamic response analysis of marine risers under non-uniform combined unsteady flows Ocean Engineering, 2020,
[10] Theoretical and numerical methods to predict the behaviour of unbonded flexible riser with composite armour layers subjected to axial tension OCEAN ENGINEERING, 2020,
[11] A Numerical Investigation of Vortex-Induced Vibration Response and Fatigue Damage for Flexible Cylinders Under Combined Uniform and Oscillatory Flow CHINA OCEAN ENGINEERING, 2020,
[12]Xue Hongxiang. VIV response characteristics of a top-tensioned riser with bi-frequency parametric excitation Ocean Engineering, 2019,
[13] Numerical investigation on vortex-induced vibration response characteristics for flexible risers under sheared-oscillatory flows International Journal of Naval Architecture and Ocean Engineering, 2019,
[14]Xue Hongxiang. Failure characteristics analysis of tensile armour layer of unbonded flexible riser under axial compression Ships and Offshore Structures, 2019,
[15]Xue Hongxiang. Residual ultimate strength analysis of stiffened panels exposed to fire 2018,
total83 3/6
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