| Numerical Analysis of Wave Forces on Arbitrarily Shaped Multi-Pillars Over Varying Topography |
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| 作者单位： | Zhang Libang Research Engineer，First Institute of Oceanography，Qingdao |
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| 摘 要： | The modified hybrid element method (MHEM) is utilized to predict and analyze wave forces on arbitrarily shaped multiple bodies. This method can be applied to waves of all water depths, i. e. shallow, intermediate, and deep waters, on slowly varying seabed. The MHEM employs the ICCG method to save CPU and storage, thus the computation of wave forces for large multi-body systems can be carried out on microcomputers. Numerical results of the present method are compared with experimental data and other solutions. It is shown that the MHEM provides more accurate solutions of the wave forces than other numerical methods do. Therefore, the methodology presented herein can be used in the design of coastal and ocean structures.
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Numerical Analysis of Wave Forces on Arbitrarily Shaped Multi-Pillars Over Varying Topography |
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| Authors: | Zhang Libang Research Engineer First Institute of Oceanography Qingdao |
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| Abstract: | The modified hybrid element method (MHEM) is utilized to predict and analyze wave forces on arbitrarily shaped multiple bodies. This method can be applied to waves of all water depths, i. e. shallow, intermediate, and deep waters, on slowly varying seabed. The MHEM employs the ICCG method to save CPU and storage, thus the computation of wave forces for large multi-body systems can be carried out on microcomputers. Numerical results of the present method are compared with experimental data and other solutions. It is shown that the MHEM provides more accurate solutions of the wave forces than other numerical methods do. Therefore, the methodology presented herein can be used in the design of coastal and ocean structures. |
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| Keywords: | hybrid element method wave forces numerical analysis platform |
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