Stability Analysis of the AC Filter Capacitor Structure

Article Preview

Abstract:

In the UHV DC transmission engineering, mechanical strength and reliability of the capacitor structure is the premise to resist natural disasters such as earthquake or fierce wind. However, there are some unreasonable design problems or phenomena in which the structural strength and stiffness can not meet the structural stability requirements. In this paper, by using Solid Works software, the solid models of the capacitor structure with tilting layer and without tilting one are presented respectively at first. And then, the dynamic simulations of the structure are carried out by means of finite element method, that’s the numerical simulation software WORKBENCH module in ANSYS and meanwhile the stress value changes of some models are compared and discussed. At last, the results show that the stability of the structure with sloping layers is no better than the one without sloping layers. This paper provides some references for designing the capacitor structure with good stability and low production cost.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

326-330

Citation:

Online since:

October 2014

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] GB 50011-2001 seismic design of buildings [S] Beijing: China Building Industry Press, (2008).

Google Scholar

[2] GB 50260-96 Code for Seismic Design of power facilities [S] Beijing: China Planning Press, (1996).

Google Scholar

[3] Zhang Yahui Chen Yan, Li Liyuan, et al. Bridge seismic random response analysis and input power spectrum study [J]. Journal of dalian university of technology, 2007, 47 (6) : 787-792.

Google Scholar

[4] Yang Pu Li Yingmin, Lai Ming. Structure of the time history analysis method to the choice of input seismic wave control index [J]. Journal of civil engineering, 2000 (6) : 33-37.

Google Scholar

[5] Kiureghian, A. D. and Neuenhofer, A. (1992), Response spectrum method for multi-support seismic excitations. Earthquake Engng. Struct. Dyn., 21: 713–740.

DOI: 10.1002/eqe.4290210805

Google Scholar

[6] Liu Qinglin Fu Xueyi. Study on determination of reasonable mode numbers for response spectrum CQC method[J]. Journal of building structures. 2006(6).

Google Scholar

[7] Ding Yang, zhang Jiwei, li Zhongxian, corresponding to the seismic response spectrum of equivalent power spectrum density function of the numerical algorithm [J]. Earthquake engineering and engineering vibration, 2008, (6).

Google Scholar