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大跨度斜拉索输油管桥模型固有振动的实验研究
引用本文:林维学,董艳秋,唐友刚.大跨度斜拉索输油管桥模型固有振动的实验研究[J].天津大学学报(自然科学与工程技术版),2003,36(1):117-119.
作者姓名:林维学  董艳秋  唐友刚
作者单位:天津大学建筑工程学院,天津大学建筑工程学院,天津大学建筑工程学院 天津300072,天津300072,天津300072
摘    要:建立了大跨度斜拉索输油管桥模型实验的相似条件,并以某大跨度管桥为例,采用两种不同的边界条件,对某大跨度斜拉索输油管桥固有振动进行了模型实验,通过实验,测得到了管桥的前几阶自振频率并与有关计算结果进行了比较,比较结果验证了文中的实验方法的可靠性,提出的实验方法可以用于预报类似柔性结构体系的固有振动频率。

关 键 词:大跨度斜拉索输油管桥  固有振动  实验研究  模型实验  油气输运  自振频率
文章编号:0493-2137(2003)01-0117-03
修稿时间:2002年6月25日

Experimental Study on Natural Vibration Behavior of the Long Span Cable-Stayed Pipe Bridge for Convoying Oil
LIN Wei xue,DONG Yan qiu,TANG You gang.Experimental Study on Natural Vibration Behavior of the Long Span Cable-Stayed Pipe Bridge for Convoying Oil[J].Journal of Tianjin University(Science and Technology),2003,36(1):117-119.
Authors:LIN Wei xue  DONG Yan qiu  TANG You gang
Abstract:The long span cable stayed pipe bridge are used broadly in the oil engineering. The resemble conditions of the model experiment for long span cable stayed pipe bridge are set up, and the long span cable stayed pipe bridge is taken as example.With the different boundary conditions, the model experiment of natural vibration for long span cable stayed pipe bridge was carried, and the first natural frequencies of the pipe bridge were determined through the experiment.The experimental results is reliable by comparison with other calculated results. The method presented in this paper can be used to predict the natural frequencies of the similar flexible structural system.
Keywords:long span cable  stayed pipe bridge  natural vibration  model experiment  
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