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U形渡槽结构静动力分析
引用本文:张伯艳,刘云贺,陈厚群.U形渡槽结构静动力分析[J].水利学报,2004,35(1):0074-0077.
作者姓名:张伯艳  刘云贺  陈厚群
作者单位:西安理工大学,水利水电学院,陕西,西安,710048;中国水利水电科学研究院,工程抗震研究中心,北京,100044
摘    要:总结了渡槽结构分析方面的新进展,认为全面评价渡槽结构的静、动力特性应综合考虑槽内水体与槽壁的动力相互作用,桩、土和桩与结构的动力相互作用问题。提出了合理确定地震动参数的途径。以南水北调中线穿黄U形渡槽为例,进行分析研究,得出了可供工程单位参考应用的有益结论:渡槽槽身的静动位移和应力均在允许范围内,渡槽地基系统的主要受力部位在桩顶部,桩顶部为控制断面,应合理配筋。

关 键 词:渡槽  静动力分析  相互作用  南水北调
文章编号:0559-9350(2004)01-0074-04
修稿时间:2003年1月2日

Analysis on static and dynamic characteristics of large-scale U-type aqueduct
ZHANG Bo yan.Analysis on static and dynamic characteristics of large-scale U-type aqueduct[J].Journal of Hydraulic Engineering,2004,35(1):0074-0077.
Authors:ZHANG Bo yan
Affiliation:ZHANG Bo-yan~
Abstract:A review of recent development in analysis method for structure of aqueduct is presented.It is pointed out that the dynamic interactions between water and aqueduct wall,between piles and soil as well as between piles and aqueduct structure must be carefully considered,in order to comprehensively assess the static and dynamic characteristics of the aqueduct.The approach to determine the seismic parameters in dynamic analysis is proposed.The large-scale U-type aqueduct in South to Middle Route of North Water Transfer Project is used as an example for demonstration.
Keywords:aqueduct  static and dynamic analysis  interaction  South to North Water Transfer project
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