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哈拉沁水库泄洪洞进水塔静动力分析
引用本文:李桂庆,申向东,张雅静.哈拉沁水库泄洪洞进水塔静动力分析[J].水力发电,2007,33(1):31-33,36.
作者姓名:李桂庆  申向东  张雅静
作者单位:内蒙古农业大学水利与土木建筑工程学院,内蒙古,呼和浩特,010018
摘    要:利用4—21节点块体单元对哈拉沁水库泄洪洞进水塔进行离散,分析6种工况下进水塔结构的自振特性,并通过反映谱法计算顺水向和垂直水向结构的抗震动力响应,包括结构的动位移和动应力。将动力计算结果与静力计算结果进行叠加,成果显示进水塔的变形和强度均满足要求,为工程设计提供了依据。

关 键 词:泄洪洞进水塔  有限元  静动力分析  哈拉沁水库
文章编号:0559-9342(2007)01-0031-03
修稿时间:2006-11-23

Static and Dynamic Analysis for the Halaqin River Reservoir Flood Carrying Holes of the Intake Tower
Li Guiqing,Shen Xiangdong,Zhang Yajing.Static and Dynamic Analysis for the Halaqin River Reservoir Flood Carrying Holes of the Intake Tower[J].Water Power,2007,33(1):31-33,36.
Authors:Li Guiqing  Shen Xiangdong  Zhang Yajing
Affiliation:College of Water Conservancy and Civil Engineering ,Inner Mongolia Agricuhural University,Huhhot Inner Mongolia010018
Abstract:This paper uses 4-21 node elements to divide the intake tower of flood-releasing tunnel for Halaqin Reservoir and analyzes its self-vibration characteristics under six working conditions. The anti-seismic dynamic responses of the tower along and vertical to the flow direction, including its dynamic displacement and dynamic stresses, are calculated. Finally, by the superposed results of dynamical and static calculation resuhs, it showed that the deformation and strength of the tower all can meet the requirements, which provides the basis for the design of project.
Keywords:tower of flood-releasing intake  finite element method  static and dynamic analysis  Halaqin Reservoir
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