Response of Transmission Lines under Three-Dimensional Seismic Excitations

Article Preview

Abstract:

The behavior of transmission line under three-dimensional seismic excitations is studied by numerical simulation. According to a practical engineering, the transmission towers are modeled by frame elements and the transmission lines are modeled by cable element account for the nonlinearity of the cable. The effects of single-dimensional, two-dimensional and three-dimensional ground motions on the responses of transmission line are investigated using nonlinear time history analysis method, respectively. The results indicate that the longitudinal maximum response of transmission lines can be obtained considering longitudinal ground motion excitation only. The transverse maximum response of transmission lines can be obtained considering transverse ground motion excitation only. Neglecting multiple nature of ground motion in analysis will significantly underestimate the vertical responses of the transmission lines. To obtain an accurate seismic response of transmission lines, three-dimensional ground motion inputs are required.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

2259-2264

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] H.N. Li, Q.X. Wang: China Civil Engineering Journal. Vol. 30 (1997), p.28 (In Chinese)

Google Scholar

[2] Q. Xie, J. Li: Journal of Natural Disasters. Vol. 15 (2006), p.126 (In Chinese)

Google Scholar

[3] R.H. Yin, D.L. Li, G.L. Liuand T. Zhai: World Earthquake Engineering. Vol. 21 (2005), p.51 (In Chinese)

Google Scholar

[4] H.N. Li: Theoretical analysis of structures to multiple earthquake excitations. (Scientific Press, China 2006).

Google Scholar

[5] S.D. Xue, Z. Cao et al.: Spatial Structures. Vol. 8 (2002), p.44 (In Chinese)

Google Scholar

[6] F.M. Yi, X.W. Gao et al.: Journal of building structures. Vol. 24 (2003), p.33 (In Chinese)

Google Scholar

[7] A.L. Zhang, X.W. Gao et al.: Journal of Earthquake Engineering and Engineering Vibration. Vol. 28 (2008), p.32 (In Chinese)

Google Scholar

[8] H.N. Li, Q.X. Wang: Engineering Mechanics. Vol. 8 (1991), p.68 (In Chinese)

Google Scholar

[9] L. Tian, H.N. Li: Earth & Space Conference, ASCE. (2010), p.2925

Google Scholar

[10] E.L. Wilson: Three dimensional static and dynamic analysis of structures: a physical approach with emphasis on earthquake engineering. (Computers and Structures Press, USA 2002).

Google Scholar