Abstract
A laboratory investigation of inertia forces exerted by water waves on a circular cylindrical pile was conducted. Both the regular and irregular waves generated in the wave tank showed that Morison's coefficients of mass are close to the theoretical value of 2.0 given by Lamb, while the drag component of the total force acting on the pile is negligible for the range of conditions tested.
Sign-in/Register to access full text options 
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
