The Research of Input Ground Motion on Seismic Fragility Analysis of Bridges

Article Preview

Abstract:

Analyzed the importance of selecting reasonably ground motion input in seismic fragility analysis of the bridge. Based on the common methods of synthesis artificial seismic wave which used trigonometric series and according to the characters of Fourier series, extracted phase spectrum from practical seismic waves ,through modulating the Fourier amplitude spectrum, obtained the artificial seismic wave which fitted compatible with the design response spectrum. Similar to nature small earthquake records, it has the character of non-stationary on time-domain and frequency-domain. Synthesize a series of artificial seismic waves in this method, can improve the accuracy and pertinence of the bridge seismic fragility.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 490-495)

Pages:

1826-1830

Citation:

Online since:

March 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Lv Da-gang; Li Xiao-peng; WANG Guang-yuan. Global seismic fragility analysis of structures based on reliability and performance[J]. Journal of Natural isasters, Vol. 15(2), (2006): 107-114.

Google Scholar

[2] Xie Zha-li,Ma Yu-hong,Zhai Chang-ji. Based on the seismic fortification of state and design ground motion [M]. Beijing: Science Press, (2009).

Google Scholar

[3] Yang Qing-shan, Jiang Hai-peng, Chen Ying-jun. Generation of ground motion non-stationary both in time and frequency domains based on phase difference spectrum [J]. Earthquake engineering and engineering vibration[J], 21(2), (2001): 10-16.

Google Scholar

[4] H. Hwang, Liu Jing-bo. Seismic fragility analysis of reinforced concrete bridges [J]. China Civil Engineering Journal, 37(6), (2004): 47-51.

Google Scholar

[5] Wang Ya-yong; Liu Xiaodi; Cheng Minxian. Study on the Input of Earthquake Ground Motion for Time-History Analysis of Structures. [J]. Journal of Building Structures, 12(2), (1991): 51-60.

Google Scholar

[6] Zhang Ju-hui. Study on Seismic Vulnerability Analysis of Normal Beam Bridge Piers Based on Numerical Simulation: [ Master Dissertation]. Shanghai, Tongji University, (2006).

Google Scholar

[7] The People's Republic of industry voluntary standards. The highway bridge seismic design rules. Beijing:China Communications Press, 8 (2008).

Google Scholar

[8] Zai ximei; Xu Zhi-feng. Improvement in the Fitting Technology of Response Spectra for Simulated Earthquake Wave [J]. Journal of harbin institute of technology, 27(6), (1995): 130-133.

Google Scholar

[9] Yang Qing-shan; Hang Hai-peng. Generation of response-spectrum-compatible ground motions based on phase-difference spectrum. [J]. Earthquake Engineering and Engineering Vibration, 22(1), (2002): 32-38.

Google Scholar