Seismic Response Analysis for Tunnel Conveying Water under Traveling Waves Excitation

Jin Yun Liu; Cai Chu Xia; Sheng Nan Sun

doi:10.4028/www.scientific.net/AMM.166-169.2050

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Seismic Response Analysis for Tunnel Conveying...

Seismic Response Analysis for Tunnel Conveying Water under Traveling Waves Excitation

Abstract:

For large-scale water-conveying tunnel, the spatial variation characteristics of earthquake excitation, namely, multi-point input has great effects on seismic response of the water-conveying tunnel. Aim at this problem, the paper considers interaction of surrounding rock-tunnel lining-water system and considers traveling wave effect. The result indicates: compare with the coincident earthquake excitation, traveling wave effect brings disadvantageous influence on seismic response of the water-conveying tunnel.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

2050-2053

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.2050

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Online since:

May 2012

Authors:

Jin Yun Liu, Cai Chu Xia, Sheng Nan Sun

Keywords:

Seismic Response, Traveling Wave Effect, Tunnel Conveying Water

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References

[1] Kiureghian. A. D. Neuenhofer A. Response spectrum method fox multi-support seismic excitations [J], EESD, 1992, 21:713-740

DOI: 10.1002/eqe.4290210805

Google Scholar

[2] Kiureghian. A. D. Neuenhofer A. Acoherency model for spatially varying ground motions [J]. EESD, 1996, 25: 99-111

Google Scholar

[3] Liang Aihu, Chen Houqun, Hou Shunzai. THE RELIABILITY ANALYSIS OF EARTHQUAKE-RESISTANT ARCH DAM SUBJECTED TO RANDOM MULTI-SUPPORT INPUT [J].EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 1996, 16(1):19-59 (In Chinese.)

Google Scholar

[4] Shi Zhili, Li Zhongxian. Methods of seismic response analysis for long-span bridges under multi-support excitations of random earthquake ground motion[J]. EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2003, 23(4):124-130, (In Chinese.)

Google Scholar

[5] Miao Jiawu, Hu Shide, Fan Lichu. State of Art and Development of Study on Seismic Performance of Long Span Bridges under Multiple-support Excitations[J]. JOURNAL OF TONGJI UNIVERSITY, 1999,27(2):189-193, (In Chinese.)

Google Scholar

[6] A. S. Nazmy, A. M. Abdel-Ghaffar. Effects of Ground Motion Spatial Variability on The Response of The Cable stayed Bridges, Earthquake Eng. Struct. Dyn. 1992, vol. 21: 1-21

DOI: 10.1002/eqe.4290210101

Google Scholar

[7] R. S. Harichadran, A. Hawwariand, B. N. Sweidan. Response of Long span Bridges to Spatially Varying Ground Motion. Struct. Eng. 1996, 122(5): 476-484

DOI: 10.1061/(asce)0733-9445(1996)122:5(476)

Google Scholar