Effect of Ground Motion Characteristics on Seismic Response of Large Span Bridge

Hai Ming Liu; Xia Xin Tao; Liang Wang; Shou Long Tian

doi:10.4028/www.scientific.net/AMM.275-277.1407

Paper Titles

Seismic Response Analysis of a Large Span Bridge with Inconsistent Inputs
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Solutions of Technical Problems in Ultra-Soft Soil Improving Projects
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Vertical Motion Inputs for Seismic Analysis of Large Span Bridge
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Effect of Ground Motion Characteristics on Seismic Response of Large Span Bridge
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The Experimental Research on the Bag-Grouting-Pile Composite Foundation in Coastal Soft Foundation Treatment
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Prediction of Residual Displacement of SDOF System from its Peak Inelastic Displacement
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Probabilistic Characteristics of Residual Displacements of SDOF Systems
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 275-277Effect of Ground Motion Characteristics on Seismic...

Effect of Ground Motion Characteristics on Seismic Response of Large Span Bridge

Abstract:

Result of seismic response analysis of a large span cable based bridge with inconsistent inputs is presented in a conjugated paper and is further deal with in this paper. The results from synthesized motions for the same earthquake source and same distance to the rupture show a large difference. They are compared with characteristics of the inputs in this paper. The effect of the motion amplitudes and the coherency between the input motions at the two ends of the main girder on the maximum response displacements and internal forces are pointed out.

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Periodical:

Applied Mechanics and Materials (Volumes 275-277)

Pages:

1407-1410

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.275-277.1407

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Online since:

January 2013

Authors:

Hai Ming Liu, Xia Xin Tao, Liang Wang, Shou Long Tian

Keywords:

Coherency, Large-Span Bridge, Seismic Response Analysis, Synthesized Ground Motion Field

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References

[1] Wang Liang, Dissertation for Master Degree (in Chinese), Harbin Institute of Technology, China (2012)

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[2] Wang Liang, Tao Xiaxin and Liu Haiming, Seismic response analysis of a large span bridge with inconsistent inputs. Submitted to ICTEE2012 (2012)

Google Scholar

[3] Liu Haiming, Tao Xiaxin, Sun Xiaodan and Li Ping. Proc. of the 7th International Conference on Earthquake Resistant Engineering Structures, Cyprus (2009). p.271

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[4] Liu H. M., X. X. Tao, X. D. Sun, P. Li, Northwestern Seismological Journal, Vol. 30 (in Chinese, 2008). p.227

Google Scholar

[5] X. Tao, H. Liu, J. Lu, X. Sun and H. Wang, Proc. of ERES 2011, Chianciano Terme, Italy. (2011). p.113

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