Parameter identification of a compliant nonlinear SDOF system in random ocean waves by reverse MISO method

2001 ◽  
Vol 28 (9) ◽  
pp. 1199-1223 ◽  
Author(s):  
R. Panneer Selvam ◽  
S.K. Bhattacharyya
2005 ◽  
Vol 128 (3) ◽  
pp. 191-202 ◽  
Author(s):  
R. Panneer Selvam ◽  
S. K. Bhattacharyya

Dynamics of a large moored floating body in ocean waves involves frequency dependent added mass and radiation damping as well as the linear and nonlinear mooring line characteristics. Usually, the added mass and radiation damping matrices can be estimated either by potential theory-based calculations or by experiments. The nonlinear mooring line properties are usually quantified by experimental methods. In this paper, we attempt to use a nonlinear system identification approach, specifically the reverse multiple input-single output (R-MISO) method, to coupled surge-pitch response (two-degrees-of-freedom) of a large floating system in random ocean waves with linear and cubic nonlinear mooring line stiffnesses. The system mass matrix has both frequency independent and frequency dependent components whereas its damping matrix has only frequency dependent components. The excitation force and moment due to linear monochromatic waves which act on the system are assumed to be known that can either be calculated or obtained from experiments. For numerical illustration, a floating half-spheroid is adopted. The motion as well as the loading are simulated assuming Pierson-Moskowitz (PM) spectrum and these results have been analyzed by the R-MISO method yielding frequency dependent coupled added mass and radiation damping coefficients, as well as linear and nonlinear stiffness coefficients of mooring lines satisfactorily.


1978 ◽  
Vol 1 (16) ◽  
pp. 18
Author(s):  
John H. Nath ◽  
Koji Kobune

Large waves in a series of random ocean waves are considered in the design of ocean structures. When random structural vibrations can be ignored, periodic wave theories are used to predict the water particle kinematics for a design wave even though the real wave is irregular. This paper presents the authors' first attempt to quantify the validity of using periodic wave theory for random waves. Measurements of maximum horizontal and vertical velocities were made in laboratory generated periodic and random waves. They compared favorably with predictions from periodic wave theories (even with Airy theory) particularly for the large waves in a series. Since the design wave concept is applied to the largest waves, the conclusion is that periodic wave theory may be adequate, providing an appropriate factor of safety is used to account for the differences between the actual maximum wave kinematics in nature and those in the predictive theory.


2018 ◽  
Vol 69 (2) ◽  
pp. 187-219 ◽  
Author(s):  
Alfred R. Osborne ◽  
Donald T. Resio ◽  
Andrea Costa ◽  
Sonia Ponce de León ◽  
Elisabetta Chirivì

2016 ◽  
Vol 54 ◽  
pp. 87-100 ◽  
Author(s):  
Jalal Mirzadeh ◽  
Mehrdad Kimiaei ◽  
Mark Jason Cassidy

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