Structure Seismic Analysis on Intake Tower of Spillway Tunnel

Yi Zhi Yan; Chang Xin Xiong; Xiao Cheng Wen; Wei Hong Li

doi:10.4028/www.scientific.net/AMR.1065-1069.1427

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Seismic Experimental Study on Masonry Structure Strengthened by Ring-Beam and Constructional Column
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Seismic Parameter Research of Marine Soil
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Structure Seismic Analysis on Intake Tower of...

Structure Seismic Analysis on Intake Tower of Spillway Tunnel

Abstract:

According to a intake tower of spillway tunnel established the intake tower structure—water—foundation 3-D finite element model for seismic analysis, by the response spectrum method in original design seismic parameters and new parameters of the project on horizontal and vertical dynamic response of the intake tower. The results shown that the structure of maximum dynamic stress concentration appeared near the junction of the tower with backfill concrete, where the weak parts of seismic, used the new seismic parameters calculated show greater damage on the tower, but couldn’t overturn, meet the seismic design requirements.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

1427-1432

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.1427

Citation:

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Online since:

December 2014

Authors:

Yi Zhi Yan, Chang Xin Xiong*, Xiao Cheng Wen, Wei Hong Li

Keywords:

Intake Tower, Response Spectrum Analysis, Seismic Analysis

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* - Corresponding Author

References

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