## 抄録

The general three-dimensional linearized dynamic equations of a compliant riser, idealized as a rotationally non-uniform rod, around a non-linear static configuration in the presence of general current and monochromatic wave excitation are formulated. Non-linear forces such as quadratic drag are harmonically linearized by minimizing the mean square error between the linear approximation and the non-linear force. The theory is implemented in a computer program which allows analysis of a variety of compliant riser configurations. Numerical examples and comparisons with time domain solutions for catenary risers are included. Comparisons of our theoretical predictions with experimental results obtained from a 1.5 meter catenary compliant riser model excited monochromatically at the top parallel to a constant current are also presented to evaluate our ability to predict the response of compliant riser systems. (A)

本文言語 | English |
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ジャーナル | [No source information available] |

出版ステータス | Published - 1989 1月 1 |

外部発表 | はい |

## ASJC Scopus subject areas

- 工学（全般）