Modeling and Identification of a Nonlinear SDOF Moored Structure, Part 1—Hydrodynamic Models and Algorithms

Author:

Narayanan S.1,Yim S. C. S.2

Affiliation:

1. Skillings-Connolly, Inc., 5016 Lacey Boulevard S.E., Lacey, WA 98503 USA

2. Department of Civil Engineering, Oregon State University, Corvallis, OR 97331 USA

Abstract

The highly nonlinear responses of compliant ocean structures characterized by a large-geometry restoring force and coupled fluid-structure interaction excitation are of great interest to ocean and coastal engineers. Practical modeling, parameter identification, and incorporation of the inherent nonlinear dynamics in the design of these systems are essential and challenging. The general approach of a nonlinear system technique using very simple models has been presented in the literature by Bendat. In Part 1 of this two-part study, two specific nonlinear small-body hydrodynamic Morison type formulations: (A) with a relative-velocity (RV) model, and (B) with an independent flow-field (IFF) model, are formulated. Their associated nonlinear system-identification algorithms based on the reverse multiple-input/single-output (R-MI/SO) system-identification technique: (A.1) nonlinear-structure linearly damped, and (A.2) nonlinear-structure coupled hydrodynamically damped for the RV model, and (B.1) nonlinear-structure nonlinearly damped for the IFF model, are developed for a specific experimental submerged-sphere mooring system under ocean waves exhibiting such highly nonlinear response behaviors. In Part 2, using the measured input wave and output system response data, the algorithms derived based on the MI/SO linear analysis of the reverse dynamic systems are applied to identify the properties of the highly nonlinear system. Practical issues on the application of the R-MI/SO technique based on limited available experimental data are addressed.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference18 articles.

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2. Gottlieb, O., Yim, S. C. S., and Hudspeth, R. T., 1992, “Analysis of Nonlinear Response of Articulated Tower,” Int. J. Offshore Polar Eng., 2(1), pp. 61–66.

3. Bernitsas, M. M., and Chung, J. S., 1990, “Nonlinear Stability and Simulation of Two-Line Step Lowering and Mooring,” Applied Ocean Research, 11, pp. 153–166.

4. Gottlieb, O., and Yim, S. C. S., 1993, “Drag Induced Instabilities and Chaos in Mooring Systems,” International Journal of Ocean Engineering, 29(6), pp. 569–599.

5. Thompson, J. M. T., and Stewart, H. B., 1986, Nonlinear Dynamics and Chaos, John Wiley & Sons, Ltd, New York.

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