基于二维与三维高桩码头模型的船舶系缆力分配系数研究
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Ship mooring force distribution coefficient based on pile-supported wharf 2D and 3D models
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    摘要:

    高桩码头因其诸多优点,在实际工程中的应用愈加广泛。船舶系缆力是高桩码头结构设计的关键参数,JTS 167—2018《码头结构设计规范》将船舶系缆力的横向分力依照特定系数分配至排架。然而,实际工程中系缆力为包含横向、纵向和竖向的三维合力,并非单一横向水平力。以高桩板梁式码头的实际设计案例为基础,利用易工与ROBOT软件,对高桩板梁式码头排架进行二维与三维模型的船舶系缆力分配系数进行对比分析,并给出实际工程设计的建议。结果表明,拟定工况下,设计规范中的分配系数取值偏小;易工二维模型的计算方法将垂向力依照竖向力的分配系数处理以及忽视了纵向力的作用,可能低估船舶系缆力产生的影响。

    Abstract:

    Pile-supported wharves are increasingly utilized in practical engineering due to their numerous advantages.The mooring force of a ship is a critical parameter in the structural design of pile-supported wharves.According to the JTS 167-2018 Design Code for Wharf Structures, the transverse component of the mooring force is distributed to the frame bent based on specific coefficients.However,the mooring force is a three-dimensional resultant force in the actual engineering encompassing lateral,longitudinal,and vertical components in reality,rather than a single lateral horizontal force.On the basis of a practical design case of a pile-supported beam-slab wharf, we apply Yigong and ROBOT software,conduct a comparative analysis of ship mooring force distribution coefficients of 2D and 3D models aiming at framed bent of the pile-supported beam-slab wharf,and provide recommendations for the practical engineering design.The results indicate that under the proposed conditions,the distribution coefficients specified in the design code underestimate the values.The calculation method of the Yigong 2D model processes vertical forces using horizontal distribution coefficients and neglects the effects of longitudinal forces,potentially underestimating the impact of mooring forces.

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柳其岩,于永玲,赵雅纯.基于二维与三维高桩码头模型的船舶系缆力分配系数研究[J].水运工程,2025(9):69-75.

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  • 在线发布日期: 2025-09-16
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