General Laws of Dynamic Responses of the High Slope Construction under Earthquake

Yong Li; Ren He Jin

doi:10.4028/www.scientific.net/AMR.1065-1069.1412

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069General Laws of Dynamic Responses of the High...

General Laws of Dynamic Responses of the High Slope Construction under Earthquake

Abstract:

Based on stochastic seismic response and time-history seismic response analysis，Dynamic response laws of the high slope constructions by three real seismic waves and a synthetic seismic wave were studied using finite - element method, discussing the differentiation and relation between the high slope constructions and ground constructions. The results show that the dynamic response on high slope constructions are less intensive than ground constructions due to delaying effect of high slope soil acts on the structure, but its internal force stronger than ground constructions as the pile in high slope constructions are anti-sliding and bearing. Results are conducive to the seismic design of high slope constructions.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1412-1417

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1412

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Online since:

December 2014

Authors:

Yong Li*, Ren He Jin

Keywords:

Dynamic Response, Earthquake, High Slope Construction, Law, Time History Analysis

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* - Corresponding Author

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