圆柱形储罐非线性晃动波高预测评估方法研究:第二部分-预测评估方法的提出及适用性检验

H. Sago, H. Morita, Tomoshige Takata, H. Madokoro, Hisatomo Murakami, Shinobu Yokoi, Tomohiko Yamamoto
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摘要

当安装在地面上的圆柱形储罐,如油罐和储液罐,受到包括长周期分量在内的强地震波时,可能会发生储罐内部自由液体表面的运动,称为晃动。如果发生高振幅晃动,波浪与罐顶碰撞,可能会导致罐顶损坏或内部液体流出等事故。因此,对地震输入产生的晃动波高进行预测是十分重要的。晃动是自由液体表面的振动,当晃动波高较小时,可以用线性振动模型来近似。在这种情况下,利用速度势的速度响应谱法可以估计地震输入下的晃动波高。然而,当晃动波高增加,晃动变成非线性时,就需要用数值分析等其他方法来评估晃动波高。考虑到设计地震级别倾向于增加,并且近年来地震隔离机制的使用继续普及,作用于圆柱形储罐的地震输入的长周期分量的振幅也可能增加。因此,虽然非线性晃动波高的评价很重要,但定量评价非线性晃动波高的实例很少。本研究的目的是建立一种简单的圆柱储罐非线性晃动波高评估方法。本研究基于第一篇报告(PVP2018-84416)的研究结果,提出了非线性晃动波高的简单评估技术。此外,为了验证所提出的评价方法的适用性,还进行了小型圆柱形储罐的振动台试验和流动分析。结果验证了所提出的评价技术的适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on the Predictive Evaluation Method of Nonlinear Sloshing Wave Height of Cylindrical Tanks: Part 2 — Proposal and Examination of Applicability of the Predictive Evaluation Method
When cylindrical tanks installed on 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, the amplitude of the long-period components of an earthquake input which act on cylindrical tanks may also increase. Therefore, although the evaluation of nonlinear sloshing wave height is important, there are few examples which quantitatively evaluate the wave height of nonlinear sloshing. The purpose of this study is to construct a simple evaluation technique of a nonlinear sloshing wave height of cylindrical tanks. In this study, the simple evaluation technique of the nonlinear sloshing wave height was proposed based on the study result shown by the 1st report (PVP2018-84416). Moreover, in order to verify the applicability of the proposed evaluation technique, the shaking table test and flow analysis which used the small cylindrical tank were carried out. As a result, the applicability of the proposed evaluation technique has been verified.
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