节点文献
大直径深水圆柱结构动水压力的时域算法
A time-domain method for the hydrodynamic pressure on deep-water cylindrical structure with large diameter
【Author】 Du Xiuli Zhao Juan Zhao Mi (The Key Laboratory of Urban Security and Disaster Engineering of the Ministry of Education,Beijing University of Technology,Beijing 100124,China)
【机构】 北京工业大学城市与工程安全减灾教育部重点实验室;
【摘要】 提出一种计算大直径深水圆柱结构所受动水力的时域算法。大直径深水圆柱结构动水压力计算中,需要考虑水体的可压缩性。基于解析方法推导了频域动水力公式,该公式在时域计算中需要进行快速傅里叶变换或者时间卷积运算,计算量巨大。采用由频域有理函数近似和时域辅助变量实现构成的时间卷积算法,将动水力的频域解析公式实现为高精度、高效率时域算法。算例表明,本文方法具有较高的计算精度和计算效率。
【Abstract】 A time-domain method is proposed to compute the hydrodynamic pressure on the deep-water cylindrical structure of large diameter.In the computation of the hydrodynamic pressure on the deep-water cylindrical structure of large diameter,the water should be compressible.The frequency-domain hydrodynamic pressure formulation is derived by the analytical method.This formulation has the high costs of computation and storage in time-domain analysis due to the Fast Fourier Transform or temporal convolution computation.Using the convolution algorithm consisting of the frequency-domain rational function approximation and time-domain auxiliary variable realization,the frequency-domain hydrodynamic pressure formulation is transformed into an accurate and efficient method in time domain.The numerical example indicates the effectiveness of the proposed method.
【Key words】 bridges in deep water; water compressibility; hydrodynamic pressure; time-domain method;
- 【会议录名称】 第六届全国防震减灾工程学术研讨会论文集(Ⅰ)
- 【会议名称】第六届全国防震减灾工程学术研讨会
- 【会议时间】2012-08-10
- 【会议地点】中国黑龙江哈尔滨
- 【分类号】U441
- 【主办单位】中国土木工程学会、中国工程院土木水利与建筑工程学部、哈尔滨工业大学