A spectral element method for modelling a rectangular plate vibration in frame structures

被引:0
作者
Cao R. [1 ]
Ma M. [1 ]
Sun X. [1 ]
Liu W. [1 ]
机构
[1] School of Civil Engineering, Beijing Jiaotong University, Beijing
来源
Zhendong yu Chongji/Journal of Vibration and Shock | 2021年 / 40卷 / 24期
关键词
Accuracy; Bending vibration; Computational efficiency; Coulped 'plate-beam-column' structure; Rectangular plate; Spectral element method(SEM);
D O I
10.13465/j.cnki.jvs.2021.24.013
中图分类号
学科分类号
摘要
To improve the accuracy of the building vibration in the high frequency range, a modified spectral element method (SEM) was proposed to analyze the dynamic response of a rectangular plate and the plate coupled with beams and columns. First the plate was split into two sub-problems, each of which was solved as a quasi-one-dimensional problem using the spectral element method based on the governing equation of the Kirchhoff plate. Then the nodal dofs was modified to be in accord with the dofs of beams and columns by using the least-squares approach. After that the coupled 'plate-beam-column' structure was solved entirely by the spectral element method. Some examples were given to validate the developed method and it shows that the spectral element method gives accurate result and is more computationally efficient than the finite element method. © 2021, Editorial Office of Journal of Vibration and Shock. All right reserved.
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页码:99 / 106
页数:7
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