E3S Web Conf.
Volume 143, 20202nd International Symposium on Architecture Research Frontiers and Ecological Environment (ARFEE 2019)
|Number of page(s)||4|
|Section||Architectural Engineering and Urban Construction|
|Published online||24 January 2020|
Study on determination method of hydrodynamic coefficient of Marine pile foundation
College of Civil Engineering and Architecture, Shandong University of Science and Technology, 266590, Qingdao, Shandong, China
* Corresponding author:firstname.lastname@example.org
The irregular waves are simulated by using standard spectrum. Instantaneous value method, Fourier analysis method, least square method and "harbour hydrological code" are used to determine the moment force of coefficient CM and drag coefficient CD. Then CM and CD that linearized by Borgman L.E. equation are substituted into Morison equation. The time history curve of the wave force on the pile is calculated and compared with the measured wave force data under the action of irregular wave to analyze the advantages and disadvantages of several methods to determine CM and CD. The results show that the comparison between CM and CD determined by Fourier analysis and least square method is practical.
© The Authors, published by EDP Sciences, 2020
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