三峡水电站厂房结构动力分析与优化
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摘要
对三峡水电站厂房结构的固有振动特性和在 7度地震作用下的动力响应进行了整体有限元法分析计算 ,对各种技术设计方案和重要影响因素进行了分析比较 ,从自振特性、动位移和动应力的控制指标出发进行了动力优化设计 ,提出了抗震设计的理论依据
The natural vibration characteristics and kinetic response due to an earthquake of 7 magnitude of the buildings for the Three Gorges Project are analyzed and calculated with the finite element method. Different schemes of technical design and all important influencing factors are analyzed and compared and kinetic optimization design is performed by referring to the characteristics of natural vibration and the control indices for dynamic displacement and dynamic stress, providing theoretical basis for the earthquake resistance design.
引文
[1 ] 黄源芳 .三峡工程水轮机几个重大技术问题的决策[J].水力发电 ,1 998(4 ) :36 -39
    [2 ] 杜晓京 .地下厂房机组支撑结构振动观测与分析[J].水力发电 ,1 999(2 ) :2 7-30
    [3] 舒扬启 ,王日宣 .水电站厂房动力分析 [M].北京 :水利电力出版社 ,1 987.
    [4] 熊有志 ,李大成 .大型水电站厂房水下结构的三维有限元整体动力分析 [J].水利水电技术 ,1 993(1 ) :2 2 -2 7

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