首页> 外文会议>ASME Pressure Vessels and Piping Conference: Seismic Engineering >FINITE ELEMENT ANALYSIS OF SLOSHING IN HORIZONTAL-CYLINDRICAL INDUSTRIAL VESSELS UNDER EARTHQUAKE LOADING
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FINITE ELEMENT ANALYSIS OF SLOSHING IN HORIZONTAL-CYLINDRICAL INDUSTRIAL VESSELS UNDER EARTHQUAKE LOADING

机译:水平圆柱工业血管下晃动的有限元分析

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The present paper presents a finite-element formulation for earthquake-induced sloshing in horizontal-cylindrical industrial vessels. Assuming small-amplitude free-surface elevation, a linearized sloshing problem is obtained, which provides very good results in comparison with other analytical or numerical solutions, and available experimental data. The paper is aimed at calculating sloshing frequencies, as well as sloshing transient response under horizontal seismic excitation. Based on an "impulsive-convective" decomposition of the container-fluid motion, an efficient methodology is proposed for the calculation of the total seismic force, through the corresponding sloshing masses. The results from the present finite element analysis offers an efficient tool for predicting the total seismic force in horizontal cylinders and extends the current design practice for vertical cylindrical tanks stated in existing seismic design specifications.
机译:本文介绍了水平圆柱形工业血管中地震诱导晃动的有限元配方。假设小幅度自由表面升高,获得线性化晃动问题,与其他分析或数值解决方案相比,提供了非常好的结果,以及可用的实验数据。纸张旨在计算晃动频率,以及水平地震激发下的晃动瞬态响应。基于容器流体运动的“冲动对流”分解,提出了通过相应的沉积物计算总震动的有效方法。本有限元分析的结果提供了一种有效的工具,用于预测水平圆柱体中的总抗震力,并延长现有地震设计规范中所述的垂直圆柱形罐的当前设计实践。

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