Estimating Loads From Breaking Waves Using Operational Modal Analysis

M. Vigsø, C. Georgakis
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Abstract

Load effects from breaking waves on offshore structures may be a driving point for the design. It is hence important to assess the likelihood of occurrence along the magnitude of the loads in the event of an impact. Traditionally, loads are predicted using wave theory combined with a load model such as the Morison. This paper features an alternative approach in determining the loads from wave breaking. It is demonstrated how the structural response can be used for (indirectly) estimating the magnitude of the loads caused by wave breaking. The theory is applied to an experimental setup in a wave flume, where a flexible model is subjected to loads from breaking waves. The dynamic properties are mapped using operational modal analysis and it is consequently shown that the loads can be identified using the vibration measurements.
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用操作模态分析估算破碎波载荷
波浪对海上结构的荷载效应可能是设计的驱动点。因此,重要的是评估在发生撞击时沿载荷大小发生的可能性。传统上,负荷预测使用波动理论结合负荷模型,如莫里森。本文提出了一种确定波浪破碎荷载的替代方法。演示了结构响应如何用于(间接)估计波浪破碎引起的载荷的大小。该理论应用于波浪水槽的实验装置,其中柔性模型受到破碎波的载荷。利用运行模态分析映射了结构的动态特性,结果表明,可以通过振动测量来识别载荷。
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