Time-History Analysis of Tibet Gravel Slope

Fang Chao Chen; Zhi Xiang Cao; Da Wa; Xin Wei Song

doi:10.4028/www.scientific.net/AMM.638-640.639

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 638-640Time-History Analysis of Tibet Gravel Slope

Time-History Analysis of Tibet Gravel Slope

Abstract:

In order to obtain the Tibet gravel slope’s response under earthquake, using ABAQUS analysis this kind of slope and get the peak acceleration on the key elements along the slope height. Found that the result can truly gave the max acceleration during earthquake and the acceleration distribution of the slop.

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Periodical:

Applied Mechanics and Materials (Volumes 638-640)

Pages:

639-642

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.638-640.639

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Online since:

September 2014

Authors:

Fang Chao Chen, Zhi Xiang Cao*, Da Wa, Xin Wei Song

Keywords:

ABAQUS, Earthquake, Tibet Gravel Slope, Time-History Analysis

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* - Corresponding Author

References

[1] KRAWINKLER H, SENEVIRATNA G D P K. Pros and cons of apushover analysis of seismic performance evaluation. EngineeringStructures, 1998 , 20 ( 4-6).

DOI: 10.1016/s0141-0296(97)00092-8

Google Scholar

[2] Zhang Chunxia, Li Changzhu, Lu Tierui, Response spectrum analysis of the existing bridge's seismic design[J], Highway and Transportation Research, 2008. 9. 8-10.

Google Scholar

[3] China Academy of Building Research. Seismic Design of Buildings (GB/50011-2001) [S]. Beijing: China.

Google Scholar

[4] Zhang jian, Research on Issues of Elastic-plastic Dynamic Time-history Analysis[J], Earthquake Resistant Engineering and Retrofitting, 2011. 10. 74-79.

Google Scholar

[5] Li Jianliang, Zhao Jing, Li Fuhai, Analysis of Time-History analysis method on the seismic design[J], Earthquake Research In Sichuan, 2011. 4. 25-28.

Google Scholar

[6] Li Peng, He Dajiang, Xie Qianghong, Dynamic Response of Rock Slope under Earthquake[J], Water Power, 2014. 2. 41-44.

Google Scholar