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首页> 外文期刊>Bulletin of earthquake engineering >Investigation of sloshing damping in baffled rectangular tanks subjected to the dynamic excitation
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Investigation of sloshing damping in baffled rectangular tanks subjected to the dynamic excitation

机译:矩形折流板动态激励下的晃荡阻尼研究。

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摘要

In this research, an analytical model is developed to estimate the hydrodynamic damping ratio of liquid sloshing for wall bounded baffles using the velocity potential formulation and linear wave theory. Here, an analytical solution approach and experimental investigations are conducted for describing the hydrodynamic damping which is provided by vertical and horizontal baffles in partially filled rectangular liquid tanks. In order to evaluate the accuracy of the analytical solution which is developed in present work, a series of experiments are carried out with a rectangular liquid tank excited by harmonic oscillation. The parametric study is conducted on the damping efficiencies of both vertical and horizontal baffles with various dimensions and locations. According to the results of the present investigations, the hydrodynamic damping is significantly affected by the size and location of baffles. Furthermore, the validity of the developed analytical approach as well as the effectiveness of various baffle configurations are discussed. Finally, a simple approach is proposed for estimating the damping ratios of the baffles during earthquake motions.
机译:在这项研究中,使用速度势公式和线性波理论,开发了一个分析模型来估计壁式挡板的晃荡的流体动力阻尼比。在这里,进行了一种解析解方法和实验研究,以描述由部分填充的矩形液体罐中的垂直和水平挡板提供的流体动力阻尼。为了评估当前工作中开发的分析解决方案的准确性,对由谐波振荡激发的矩形储液罐进行了一系列实验。对不同尺寸和位置的垂直和水平挡板的阻尼效率进行了参数研究。根据本研究的结果,流体动力阻尼受挡板尺寸和位置的影响很大。此外,讨论了开发的分析方法的有效性以及各种挡板配置的有效性。最后,提出了一种简单的方法来估计地震运动过程中挡板的阻尼比。

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