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大型双曲冷却塔的自振特性
Natural vibration characteristic of large hyperbolic cooling towers
【摘要】 针对大型双曲冷却塔的自振特性问题,采用有限元方法进行计算分析,以某典型塔为例分析自振频率和振型的分布特点,并进行冷却塔自振特性的变参数分析,最后拟合得基频和倾覆频率的计算公式。分析表明:冷却塔的基频与混凝土材料参数槡E/ρ、筒体厚度成线性递增关系,与高度成反比,与人字柱总截面面积和子午线退化参数呈二次曲线关系。拟合公式与实测结果吻合较好,说明其在预测冷却塔自振频率方面具有较高可信度。
【Abstract】 The paper uses the finite element method to study the vibration characteristics of large hyperbolic cooling towers.Taking a typical tower for example,the distribution of the natural frequencies and mode shapes are investigated.The equations to estimate the fundamental frequency and overturning frequency are fitted based on a series of parametric studies.The results show that the fundamental frequency is directly proportional to the concrete material propertyE/ρ and the thickness of tower wall,and inversely proportional to the height of tower.The fundamental frequency also has a quadratic relationship with the total cross-sectional area of supporting columns and the median regressive parameter.The good matches between the results from the fitting equation and the results from full-scale tests indicate that the fitting equation has a high credibility in predicting the natural frequencies of cooling towers.
【Key words】 cooling towers; finite element method; natural frequency; mode shape; fitting equation;
- 【文献出处】 重庆大学学报 ,Journal of Chongqing University , 编辑部邮箱 ,2012年02期
- 【分类号】TU347;TU311.3
- 【被引频次】7
- 【下载频次】167