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环境激励下二滩拱坝拍振机理的研究
引用本文:练继建,李成业,刘昉,宋明富.环境激励下二滩拱坝拍振机理的研究[J].振动与冲击,2012,31(3):1-7.
作者姓名:练继建  李成业  刘昉  宋明富
作者单位:1. 天津大学 建筑工程学院, 天津 300072; 2. 二滩水力发电厂, 攀枝花 617000
基金项目:国家自然科学基金创新研究群体科学基金,国家杰出青年基金,水利部公益性行业研究专项项目,西部交通建设科技项目
摘    要:在二滩拱坝泄洪振动时程曲线中,可以看到波形的包络线随时间增大或减小的现象,波形非常像振动中的“拍”现象。通过对原型观测数据的分析,研究二滩拱坝拍振机理。首先引入自然界中“拍”的概念,论述了初相差、频率比和振幅比对“拍”的影响以及多列波合成拍的特性;然后应用随机子空间方法(SSI)和频谱分析方法,对二滩拱坝的模态参数进行识别;最后结合实测拍振现象的自身特点,对泄洪激励下二滩拱坝拍振现象的机理进行研究。结果表明,拱坝工作频率相近的前两阶振型振动是形成拍振的主要原因,此外,一个频带在1.27~1.39Hz的振动分量也参与了拍的合成,初步认为这一分量是由坝段间接触非线性引起的。

关 键 词:泄洪振动    二滩拱坝    拍振    AR模型    随机子空间法  
收稿时间:2010-10-14
修稿时间:2010-12-14

Beat vibration of ertan arch dam under ambient excitation
LIAN Ji-jian , LI Cheng-ye , LIU Fang , SONG Ming-fu.Beat vibration of ertan arch dam under ambient excitation[J].Journal of Vibration and Shock,2012,31(3):1-7.
Authors:LIAN Ji-jian  LI Cheng-ye  LIU Fang  SONG Ming-fu
Affiliation:1. School of Civil Engineering,Tianjin University,Tianjin 300072,China;2. Ertan Hydro-Electric Power Station,Pan Zhihua 617000,China
Abstract:On the vibration time history curve of Ertan arch dam under flood discharge excitation,the phenomenon that the wave envelope rises or reduces along with the time can be observed.The effects caused by initial phase difference,frequency ratio and amplitude ratio were discussed.The dominant frequency of measured data was collected and analyzed with the auto regressive model,and the first four vibration modes were obtained based on SSI.Considering the special features of beat vibrations,the beat vibration of Ertan arch dam under discharge flow was investigated.The result shows that the main cause forming beat vibration is the first two orders of vibration modes whose frequencies situate closely.In addition,a vibration component with the its frequency band at 1.27 ~1.39Hz also gives rise to forming "beat".The component is considered to be caused by nonlinear contact between dam sections.
Keywords:vibration by discharge flow  ertan arch dam  beat vibration  auto regressive model  stochastic subspace identification(SSI)
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