首页 | 本学科首页   官方微博 | 高级检索  
     检索      

泄流诱发水工结构振动问题的综合集成研讨
引用本文:崔广涛,马斌.泄流诱发水工结构振动问题的综合集成研讨[J].水利水电科技进展,2010,30(1):1-10.
作者姓名:崔广涛  马斌
作者单位:天津大学建工学院,天津,300072
摘    要:以高拱坝泄洪振动为背景,对从水工、水弹性模型到数值模型,从模糊模型到原型观测的广泛研究进行综合概括,探讨大流量泄洪诱发水工建筑物(泄洪拱坝、导墙、挑溢流厂房、闸墩)的振动问题。指出应用水弹性模型和计算机"复合模型"方法最为合理,可达到从定性到定量的转变。表述对大型水利工程(三峡、二滩、小湾、构皮滩、溪洛渡、向家坝等水电站)大流量泄洪振动实际有关的研究,以水弹性模型为主导,以数值为配合,以原型观测为验证的方法是合适的。认为综合集成方法比较符合大型系统的研究。

关 键 词:流激振动  综合集成  水弹性模型  正、反分析  等效荷载  反馈分析  小波分析  模糊决策模型
修稿时间:2010/3/4 0:00:00

Comprehensive compound method for flow-induced vibration of hydraulic structures
CUI Guang-tao,MA Bin.Comprehensive compound method for flow-induced vibration of hydraulic structures[J].Advances in Science and Technology of Water Resources,2010,30(1):1-10.
Authors:CUI Guang-tao  MA Bin
Institution:CUI Guang-tao,MA Bin(School of Civil Engineering,Tianjin University,Tianjin 300072,China)
Abstract:Based on the flow-induced vibration of high arch dams,a comprehensive review on the broad research field including hydraulic models,hydroelastic models and numerical models as well as fuzzy models and prototype measurements was made.The flow-induced vibration owing to large discharge flood release of hydraulic structures such as arch dams,guide walls,jet-over powerhouses and piers was discussed.It was put forward that the compound model based on the hydroelastic models and numerical models was the most reas...
Keywords:flow-induced vibration  integration  hydroelastic model  positive and negative analysis  equivalent load  feedback analysis  wavelet analysis  fuzzy decision-making model  
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《水利水电科技进展》浏览原始摘要信息
点击此处可从《水利水电科技进展》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号