谢能刚,宋培玉. 关于线性振动系统模态叠加法的一个注记[J]. 水利水运工程学报, 2002, (1): 52-55.
引用本文: 谢能刚,宋培玉. 关于线性振动系统模态叠加法的一个注记[J]. 水利水运工程学报, 2002, (1): 52-55.
XIE Neng gang ,SONG Pei yu. An annotation of modal superposition method of linear oscillation system[J]. Hydro-Science and Engineering, 2002, (1): 52-55.
Citation: XIE Neng gang ,SONG Pei yu. An annotation of modal superposition method of linear oscillation system[J]. Hydro-Science and Engineering, 2002, (1): 52-55.

关于线性振动系统模态叠加法的一个注记

An annotation of modal superposition method of linear oscillation system

  • 摘要: 针对用模态叠加法计算结构线性振动系统的响应,作模态截断的截尾模态阶数的取值,给出了能量范数形式的判断指标。用于小湾拱坝结构的动力分析表明,需取10阶以上的模态进行叠加。

     

    Abstract: By using the modal superposition method for the dynamic responses calculation of the linear oscillation system, a judging indictor in the energy norm form is given to determine the number of dominant modes on mode truncation. According to this judging indictor, 10 or more dominant modes are needed in the calculation of modal superposition for the Xiaowan Arch Dam.

     

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