This chapter employs a visual method to identify the wave loads acting on grouped pile-column structures, particularly under conditions of partial occlusion. In the absence of complete waterline data, linear wave theory is applied to identify the wave loads. Experimental tests were conducted in a wave flume to validate the proposed wave load identification method under both regular and irregular wave conditions. The experimental results confirmed the accuracy and reliability of the proposed method.

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Wave Load Identification Under Visual Occlusion

  • Jiabin Liu

摘要

This chapter employs a visual method to identify the wave loads acting on grouped pile-column structures, particularly under conditions of partial occlusion. In the absence of complete waterline data, linear wave theory is applied to identify the wave loads. Experimental tests were conducted in a wave flume to validate the proposed wave load identification method under both regular and irregular wave conditions. The experimental results confirmed the accuracy and reliability of the proposed method.