An efficient and accurate method of added mass for evaluating the seismic hydrodynamic effect of deep-water piers

Ji Yang, Chenzi Huai, Yutao Pang, Qin Luo, Lei Yang, Hui Wang
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Abstract

Due to the effects of complex fluid-structure interaction, deep-water bridges are more prone to damage under strong earthquakes. Quantification of seismic fluid-structure interaction can be crucial for evaluating the seismic performance of deep-water bridges. Currently, there is a lack of suitable methods for rapidly calculating hydrodynamic added mass for deep-water piers with complex cross-sectional shapes in the seismic performance assessment of deep-water bridges. In light of this, the present paper proposed an efficient and accurate method for calculating the hydrodynamic added mass of piers with different cross-sectional shapes. Taking circular, rectangular, and dumbbell-shaped piers as examples, the proposed method was employed to calculate the hydrodynamic added mass for deep-water bridge piers. Comparison of the seismic responses obtained from the analytical formula, fluid-structure coupling refined numerical model and the proposed method in this paper validated the accuracy of the proposed method. Finally, the hydrodynamic coupling effects of deep-water bridge piers were also investigated. It was concluded that the proposed method can be efficient and accurate for obtaining the added mass of deep-water piers.

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评估深水码头地震流体力学效应的高效、准确的附加质量法
由于复杂的流体与结构相互作用的影响,深水桥梁在强震下更容易损坏。地震流体与结构相互作用的量化对于评估深水桥梁的抗震性能至关重要。目前,在深水桥梁的抗震性能评估中,还缺乏合适的方法来快速计算截面形状复杂的深水桥墩的水动力附加质量。有鉴于此,本文提出了一种高效、精确计算不同截面形状桥墩水动力附加质量的方法。本文以圆形、矩形和哑铃形桥墩为例,计算了深水桥墩的水动力附加质量。通过比较分析公式、流体-结构耦合精炼数值模型和本文提出的方法得出的地震响应,验证了本文提出的方法的准确性。最后,还研究了深水桥墩的水动力耦合效应。结论是本文提出的方法可以高效、准确地获得深水桥墩的附加质量。
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