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FUNDAMENTAL STUDY ON EVALUATION METHOD OF NONLINEAR SLOSHING WAVE HEIGHT OF CYLINDRICAL TANKS

机译:圆柱形罐中非线性晃动波浪高度评价方法的根本研究

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When cylindrical tanks installed in the ground, such as oil tanks and liquid storage tanks, receive strong seismic waves, including the long-period component, motion of the free liquid surface inside the tank called sloshing may occur. If high-amplitude sloshing occurs and the waves collide with the tank roof, it may lead to accidents such as damage to the tank roof or outflow of internal liquid. Therefore, it is important to predict the wave height of sloshing generated by an earthquake input. Sloshing is vibration of the free liquid surface, and when the sloshing wave height is small, it can be approximated with a linear vibration model. In that case, the velocity-response-spectrum method using velocity potential can estimate the sloshing wave height under an earthquake input. However, when the sloshing wave height increases and the sloshing becomes nonlinear, it is necessary to evaluate the wave height using other methods such as numerical analysis. Taking into consideration that design earthquake levels tend to increase and the use of seismic isolation mechanisms has continued to spread in recent years, it is possible that the long-period components of an earthquake input which act on cylindrical tanks will also increase. Therefore, although it is thought that the evaluation of nonlinear sloshing wave height is important, there are few examples which quantitatively evaluate the wave height of nonlinear sloshing. In this study, as a simple evaluation technique of a nonlinear sloshing wave height, the applicability of the correction coefficient proposed by Shimada et al. was examined based on the flow analysis which used Volume of Fluid (VOF) method. Moreover, it was studied that the VOF method can be used to evaluate nonlinear sloshing wave height and sloshing wave crest impact pressure acting on the fixed roof of a tank. Shaking table tests will continue to be carried out in order to verify the applicability of the simple evaluation technique of nonlinear sloshing wave height. Results from flow analysis code will also be validated against these test results.
机译:当安装在地面的圆柱形罐(例如油箱和液体储罐)时,接收坚固的地震波,包括长周期部件,可能发生被称为晃动内的罐内的自由液面的运动。如果发生高幅度晃动并且波浪与坦克屋顶碰撞,则可能导致诸如内液体损坏的事故或内部液体流出。因此,重要的是预测由地震输入产生的晃动的波高。晃动是自由液面的振动,并且当晃动波浪高度小时,它可以用线性振动模型近似。在这种情况下,使用速度电位的速度响应谱方法可以在地震输入下估计晃动波浪高度。然而,当晃动波浪高度增加并且晃动变为非线性时,必须使用其他方法(例如数值分析)评估波高。考虑到设计地震水平往往增加,近年来,使用地震隔离机制的使用仍未蔓延,可以增加在圆柱形罐上的地震输入的长期部件也将增加。因此,尽管认为非线性晃动波高的评估很重要,但是有很少的例子地评估非线性晃动的波浪高度。在本研究中,作为非线性晃动波高的简单评估技术,Shimada等人提出的校正系数的适用性。基于流体(VOF)方法的流量分析来检查。此外,研究了VOF方法可用于评估非线性晃动波高和晃动波峰的冲击压力作用在罐的固定车顶上。摇动台测试将继续进行,以验证简单评估技术的非线性晃动波浪高度的适用性。流动分析代码的结果也将针对这些测试结果验证。

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