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随机波浪力连续场的降维模拟
吕康玄1, 刘章军2
1.三峡大学土木与建筑学院;2.武汉工程大学土木工程与建筑学院
摘要:
根据水质点的水平速度和加速度过程的功率谱密度,利用线性化的Morison方程,从平稳随机过程自相关函数的角度推导了随机波浪力的功率谱密度函数。在平稳随机过程的源谱表达基础上,通过将标准正交随机变量集定义为仅含一个基本随机变量的正交函数形式,实现了随机波浪力连续场的降维模拟。同时,结合快速傅里叶变换(FFT)技术,给出了随机波浪力连续场降维模拟的快速算法。应用本文方法对某一单个小尺度直立圆柱桩所受的随机波浪力进行模拟,给出了随机波浪力过程的均值、标准差、自相关函数及互相关函数等数值特征,并与Monte Carlo方法的结果进行对比分析。研究表明,本文方法具有较高的模拟精度与效率,验证了该方法的有效性,这为随机波浪力作用下海工结构可靠度分析奠定了基础。
关键词:  随机波浪力  线性化Morison方程  源谱表达  降维模拟  FFT
DOI:
分类号:
基金项目:国家自然科学基金资助(项目批准号:51978543;51778343)
Dimension-reduction simulation for continuous random wave force field
LYU Kangxuan1, LIU Zhangjun2
1.College of Civil Engineering and Architecture,China Three Gorges University;2.School of Civil Engineering and Architecture,Wuhan Institute of Technology
Abstract:
According to the power spectral density (PSD) of the horizontal velocity and acceleration process for water mass point, the PSD function of random wave force is derived from the point of view of auto-correlation function for the stationary stochastic process using the linearized Morison equation. Then, based on the original spectral representation for the stationary random process, the standard orthogonal random variable set is defined as the form of orthogonal functions only containing one elementary random variable, which realizes the dimension-reduction simulation of the continuous stochastic wave force field. Meanwhile, combined with the fast Fourier transform (FFT) technology, the fast algorithm of dimension reduction simulation for the continuous stochastic wave force field is given. In the end, the random wave force acting on a small-scale straight cylindrical pile is carried out as an example. This paper provides the numerical characteristics of the method, such as mean, standard deviation, autocorrelation functions and cross-correlation functions, and the calculation results of the proposed method are compared with the Monte Carlo method. The research shows that the proposed method has a higher simulation accuracy and efficiency, which verifies the validity of the proposed method. It lays the foundation for the reliability analysis of offshore structures under the action of the random wave force.
Key words:  random wave force  linearized Morison equation  original spectral representation  dimension reduction simulation  FFT
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