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AN INDEPENDENT-FLOW-FIELD MODEL FOR A SDOF NONLINEAR STRUCTURAL SYSTEM, PART Ⅰ: IDENTIFICATION AND COMPARISONS

机译:SDOF非线性结构系统的独立流场模型,第Ⅰ部分:鉴定和比较

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An independent-flow-field (IFF) model selected in this study to investigate the nonlinear response behavior of a medium-scale, experimental, submerged, moored structure is validated via parametric studies. Bifurcations in experimental responses are frequently observed and the associated nonlinear primary and secondary resonances are identified in frequency response diagrams. Distinct from previous investigations, this study intends to identify a set of "best-fit" constant coefficients for predictions and comparisons over the entire wave frequencies examined. It is concluded that the small-body, IFF model predicts reasonably well the nonlinear, moored and submerged structural response subjected to regular waves.
机译:在该研究中选择的独立流场(IFF)模型,以研究通过参数研究验证中等规模的非线性响应行为,实验性,浸没式停泊结构。经常观察到实验响应中的分叉,并且在频率响应图中鉴定了相关的非线性初级和二次谐振。与先前的研究不同,本研究旨在识别一组“最佳拟合”恒定系数,用于在检查的整个波频率上进行预测和比较。结论是,小体,IFF模型预测非线性,停泊和淹没的结构响应经受普通波。

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