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基于强震记录的二滩拱坝模态参数识别 被引量:12

Modal parameter identification of Ertan arch dam from strong earthquake records
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摘要 结合二滩拱坝强震观测台阵在五次不同地震中的记录资料,分别利用频谱分析和时间序列分析,对大坝的频率、阻尼比、振型等模态参数进行了识别。从识别结果看,在地震对应的水位情况下,拱坝的一阶振型为对称振型,二阶振型为反对称振型;自振频率随水库水位的升高而降低,反映出附加质量增加带来的影响;前三阶阻尼比都不超过4%,也从另一个方面表明了地震造成的坝体响应不大,仍在线弹性范围内。 The modal parameters such as frequency, damping ratio and modal shape of Ertan arch dam are identified by using the dam responses under five different seismic excitations. The results indicate that the first mode is symmetric and the second anti-symmetric. Characteristic frequencies of the dam are decreased with the raise of reservoir level, which reflects the added mass effect. Damping ratio of the first three modes is quite small, no more than 4 %, which shows the linear elasticity of the dam response
出处 《水力发电学报》 EI CSCD 北大核心 2009年第5期51-56,共6页 Journal of Hydroelectric Engineering
基金 国家自然科学基金(90510018 90715041)
关键词 水工结构 模态参数 系统识别 二滩拱坝 强震记录 hydraulic structure modal parameters system identification Ertan arch dam strong motion records
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参考文献8

  • 1Loh C H, Wu T C. Identification of Fei-Tsui arch dam from both ambient and seismic response data [J]. Soil Dynamics and Earthquake Engineering. 1996, 15 : 465 - 483.
  • 2Lob C H, Wu T C. System identification of Fei-Tsui arch dam from forced vibration and seismic response data [J]. Journal of Earthquake Engineering, 2000, 4(4): 511 - 537.
  • 3Proulx J, Darbre G R, Kamileris N. Analytical and Experimental Investigation of Damping in Arch Dams Based on Recorded Earthquakes [A]. Proceedings of the 13th WCEE [C]. 2004, Canada: Paper No. 68.
  • 4Alves S W, Hall J F. System identification of a concrete arch dam and calibration of its finite element model [J]. Earthquake Engineering and Structural Dynamics, 2006, 35(11) : 1321 - 1337.
  • 5Alves S W, Hall J F. Generation of spatially nonuniform ground motion for nonlinear analysis of a concrete arch dam [J]. Earthquake Engineering and Structural Dynamics, 2006, 35 ( 11 ) : 1339 - 1357.
  • 6张力飞,邢国良,张敏.龙羊峡重力拱坝强震分析[J].水力发电,1998,24(12):14-17. 被引量:9
  • 7Ljung L. System identification: theory for the user [ M]. Beijing: Tsinghua University Press, 2002.
  • 8Bodeux J B, Golinval J C. Application of ARMAV models to the identification and damage detection of mechanical and civil engineering structures [J]. Smart Materials and Structures, 2001, 10(3) : 479 - 489.

二级参考文献6

  • 1国务院.水库大坝安全管理条例.1991.
  • 2电力工业部,水土建筑抗震设计.
  • 3水利部,水工建筑物抗震设计规范(SL203-97).北京:中国水利出版社.
  • 4陈厚群.混凝土坝的抗震.水利水电进展(第二册).北京:电力工业出版社,1980.
  • 5杨佳梅.龙羊峡拱坝动力分析(水利水电科学研究院论文文集).北京:水利电力出版社,1983.
  • 6能源部,水利部,混凝土大坝安全监测技术规范SD336-89.北京:水利电力出版社,1990.

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