考虑相干性海洋结构风-浪联合作用力一种计算方法

韦承勋, 李盛辉, 张志豪, 余松泽

振动与冲击 ›› 2024, Vol. 43 ›› Issue (19) : 126-133.

PDF(1437 KB)
PDF(1437 KB)
振动与冲击 ›› 2024, Vol. 43 ›› Issue (19) : 126-133.
论文

考虑相干性海洋结构风-浪联合作用力一种计算方法

  • 韦承勋,李盛辉,张志豪,余松泽
作者信息 +

Calculation method of wind-wave joint forces exerted on offshore structures considering coherence

  • WEI Chengxun, LI Shenghui, ZHANG Zhihao, YU Songze
Author information +
文章历史 +

摘要

随机风、浪环境要素之间存在较强相干性,该相干性影响风、浪联合传播过程中脉动风速与波浪形态,进而影响海洋结构风-浪联合作用力及结构响应。为准确计算结构随机风-浪联合作用力,基于已建立的描述随机风、浪联合传播相干性的风-浪相干函数,计算获取海洋结构来流脉动风速与入射随机波面之间互相关谱,建立包括风速自谱、风速互谱、波浪谱及风-浪互谱在内的结构随机风-浪联合功率谱矩阵。基于联合谱矩阵的Cholesky分解矩阵,利用谐波合成方法生成风、浪相互作用下的结构来流脉动风速时程,进而结合结构水上部分风阻系数生成结构脉动风作用力时程;基于联合谱矩阵的Cholesky分解矩阵,通过谐波合成计算式中引入结构随机波浪作用水动力传递函数的方式,生成风、浪相互作用下的结构随机波浪作用力时程。联立生成的随机风、浪作用力时程即可建立结构随机风-浪联合作用力同步时程。以直立圆柱风-浪联合作用力计算为例,开展了以上算法的算例应用分析。

Abstract

The environmental elements of random wind and wave have strong coherence which affects the fluctuating wind speeds and waveforms in the process of combined wind and wave propagation , and then further affects the combined wind-wave forces and structural responses of offshore structures. To accurately calculate the combined random wind-wave forces on offshore structures, cross correlation spectrums between the incoming fluctuating wind speeds and random wave fronts of the structure were calculated based on the established wind-wave coherence function which is describe the coherence of combined wind and wave propagation, and then a structural combined wind-wave power spectrum matrix including wind self-spectrum, wind cross-spectrum, wave spectrum and wind-wave cross-spectrum was established. Based on the Cholesky decomposition matrix of the combined wind-wave power spectrum, a harmonic synthesis method was utilized to generate structural fluctuating wind speed time histories under wind-wave interaction. And then the time history of structural fluctuating wind action forces were generated by combining with the wind resistance coefficients of the above-water portion of the structure. Based on the Cholesky decomposition matrix of the combined wind-wave power spectrum, by introducing the hydrodynamic transfer function of structural random wave action into the harmonic synthesis formula, the time history of structural random wave action force under wind-wave interaction was generated. The synchronous time histories of combined random wind-wave forces on the structure were generated by linking up the generated time histories of wind and wave forces. Taking the calculation of the combined wind-wave forces of an upright cylinder as an example, an application analysis of the above algorithm was carried out.

关键词

脉动风速 / 随机波浪 / 风-浪相干函数 / 海洋结构 / 风-浪联合作用力

Key words

fluctuating wind speed / random wave / wind-wave coherence function / offshore structures / combined wind-wave force

引用本文

导出引用
韦承勋, 李盛辉, 张志豪, 余松泽. 考虑相干性海洋结构风-浪联合作用力一种计算方法[J]. 振动与冲击, 2024, 43(19): 126-133
WEI Chengxun, LI Shenghui, ZHANG Zhihao, YU Songze. Calculation method of wind-wave joint forces exerted on offshore structures considering coherence[J]. Journal of Vibration and Shock, 2024, 43(19): 126-133

参考文献

[1]  张思琪, 郝增周, 邓美环, 等. 基于HY-2卫星观测分析南海风浪关系[J]. 应用海洋学学报, 2017, 36(3): 327-332.
ZHANG Siqi, HAO Zengzhou, DENG Meihuan, et al. Analysis of wind wave relationship in the  South China Sea from HY-2 satellite observations [J]. Journal of Applied Oceanography, 2017, 36(3): 327-332.
[2]  Longo S. Wind-generated water waves in a wind tunnel: free surface statistics, wind friction and mean air flow properties[J]. Coastal Engineering, 2012, 61(2012): 27-41.
[3]  Longo S, Liang D, Chiapponi L, et al. Turbulent flow structure in experimental laboratory wind-generated gravity waves[J]. Coastal Engineering, 2012, 64(2012): 1-15.
[4]  Guan C, Sun Q. Analytically derived wind wave growth relations[J]. China Ocean Engineering, 2002, 16(3): 359-368.
[5]  Zhao W, Guan S, Hong X, et al. Examination of wind-wave interaction source term in wavewatch iii with tropical cyclone wind forcing[J]. Acta Oceanologica Sinica, 2011, 30(4): 1-13.
[6]  Wei C, Wang W, Zhou D. Dynamic responses of a freestanding bridge tower under wave and wave-current loads[J]. Structural Engineering and Mechanics, 2022, 82(4): 491-502.
[7]  Wei C, Zhou D, Ou J. Wave and wave-current actions on a bridge tower: an experimental study[J]. Advances in Structural Engineering, 2019, 22(6): 1467-1478.
[8]  Wei C, Zhou D, Ou J. Experimental study of the hydrodynamic responses of a bridge tower to waves and wave currents[J]. Journal of Waterway, Port, Coastal and Ocean Engineering, 2017, 143(3): 4017002.
[9]  Chen H, Fang C, Li Y. Nonlinear buffeting responses of a coastal long-span bridge under the coupled wind, wave and current loads[J]. Ocean Eingineering, 2024, 293(2024): 116661.
[10] 刘昊. 特大型桥梁风-浪耦合作用试验与模拟[D]. 哈尔滨: 哈尔滨工业大学, 2014.
[11] Bai X, Guo A, Liu H, et al. Experimental investigation on a freestanding bridge tower under wind and wave loads[J]. Structural Engineering and Mechanics, 2016, 57(5): 951-968.
[12] Guo A, Liu J, Chen W, et al. Experimental study on the dynamic responses of a freestanding bridge tower subjected to coupled actions of wind and wave loads[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2016, 159: 36-47.
[13] 刘嘉斌. 风-浪耦合场桥塔结构动力响应研究[D]. 哈尔滨: 哈尔滨工业大学, 2015.
[14] 刘高, 陈上有, 刘天成, 等. 跨海特大型桥梁风-浪耦合作用的随机振动分析[J]. 应用数学和力学, 2017,(01): 75-89.
LIU Gao, CHEN Shangyou, LIU Tiancheng, et al. An analysis method for wind-wave coupling induced random vibration of sea-crossing super-large bridges [J]. Applied Mathematics and Mechanics, 2017,(01): 75-89.
[15] 朱航, 马哲, 翟刚军, 等. 风浪作用下HYSY-981半潜式平台动力响应的数值模拟[J]. 振动与冲击, 2010, 29(9): 113-118.
ZHU Hang, MA Zhe, ZHAI Gangjun, et al. Numerical simulation of the dynamic behavior of HYSY-981 semi-submersible platform subject to wind and waves [J]. Journal of Vibration and Shock, 2010, 29(9): 113-118.
[16] Nagavinothini R, Chandrasekaran S. Dynamic analyses of offshore triceratops in ultra-deep waters under wind, wave, and current[J]. Structures, 2019, 20(2019): 279-289.
[17] 李玉刚, 任年鑫, 莫仁杰, 等. 风浪联合作用下海上风机动力响应模型试验设计方法[J]. 实验室科学, 2016,(06): 1-4.
LI Yugang, REN Nianxin, MO Renjie, et al. Model test design method of dynamic response for offshore wind turbines under the combined action of wind and wave [J]. Laboratory Science, 2016,(06): 1-4.
[18] Wan L, Gao Z, Moan T, et al. Experimental and numerical comparisons of hydrodynamic responses for a combined wind and wave energy converter concept under operational conditions[J]. Renewable Energy, 2016, 93(2016): 87-100.
[19] Liang F, Yuan Z, Liang X, et al. Seismic response of monopile-supported offshore wind turbines under combined wind, wave and hydrodynamic loads at scoured sites[J]. Computers and Geotechnics, 2022, 144(2022): 104640.
[20] Huang H S. Dynamic analysis of 10 mega-watts offshore wind turbine under wind and coupled wind–ocean–wave loads[J]. Composite Structures, 2022, 291: 115497.
[21] Yu D, Ye J, Yin C. Dynamics of offshore wind turbine and its seabed foundation under combined wind-wave loading[J]. Ocean Engineering, 2023, 286(2023): 115624.
[22] 李公豪, 袁周驰, 梁发云. 海上风机规范风浪荷载计算方法对比分析[J]. 结构工程师, 2023, 39(5): 100-108.
LI Gonghao, YUAN Zhouchi, LIANG Yunfa. Comparison and analysis of wind and wave load calculation methods in offshore wind turbine specifications [J]. Structural Engineers, 2023, 39(5): 100-108.
[23] 聂孟喜, 王旭升, 王晓明, 等. 风、浪、流联合作用下系统系泊力的时域计算方法_聂孟喜[J]. 清华大学学报(自然科学版), 2004, 44(9): 1214-1217.
NIE Mengxi, WANG Xusheng, WANG Xiaolin, et al. Time domain approach for computing the mooring force of a mooring system subject to wind,waves and currents [J]. Journal of Tsinghua University (Science and Technology), 2004, 44(9): 1214-1217.
[24] Yin R, Zhu B, Yuan S, et al. Dynamic analyses of long-span cable-stayed and suspension cooperative system bridge under combined actions of wind and regular wave loads[J]. Applied ocean research, 2023, 138(2023): 103683.
[25] 陈洵. 跨海桥梁高架桥墩风浪耦合作用试验及波浪力研究[D]. 哈尔滨: 哈尔滨工业大学, 2015.
[26] 李永乐, 周述华, 强士中. 大跨度斜拉桥三维脉动风场模拟[J]. 土木工程学报, 2003,(10): 60-65.
LI Yongle, ZHOU Shuhua, QIANG Shizhong. Simulation of three-dimensional fluctuating wind field for large span cable-stayed bridge [J]. China Civil Engineering Journal, 2003,(10): 60-65.
[27] 陈政清. 桥梁风工程[M]. 北京: 人民交通出版社, 2005.
[28] 王文静. 随机风、浪相干性及其对桥塔风-浪同步作用影响效应[D]. 柳州: 广西科技大学, 2023.
[29] 俞聿修, 柳淑学. 随机波浪及其工程应用[M]. 大连: 大连理工大学出版社, 2011.
[30] 李永乐, 廖海黎, 强士中. 考虑桥塔风效应的斜拉桥时域抖振分析[J]. 空气动力学学报, 2005,(02): 228-233.
LI Yongle, LIAO Haili, QIANG Shizhong. Effect of pylon stochastic wind field on buffeting response of long cable-stayed bridge [J]. Acta Aerodynamica Sinica, 2005,(02): 228-233.

PDF(1437 KB)

211

Accesses

0

Citation

Detail

段落导航
相关文章

/