The Anti-earthquake Safety Evaluation of Lock Chamber Based on Finite Element Method

DOI

10.2991/iccet-15.2015.16How to use a DOI?

Keywords

Lock chanmber, anti-earthquake safety, finite element

Abstract

The sluice is located in the place where the basic seismic intensity is degree 8. According to anti-earthquake safety calculation of lock chamber based on finite element method, the result shows that the displacement of the lock chamber is within safe levels and that the strength of sluice satisfies standardized requirements. However, lock chamber stability fails to meet the requirements. Therefore, demolition and reconstruction are recommended.

Copyright

© 2015, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Lijia Ma
AU  - Dandan Li
AU  - Qian Cai
PY  - 2015/11
DA  - 2015/11
TI  - The Anti-earthquake Safety Evaluation of Lock Chamber Based on Finite Element Method
BT  - Proceedings of the 5th International Conference on Civil Engineering and Transportation 2015
PB  - Atlantis Press
SP  - 77
EP  - 80
SN  - 2352-5401
UR  - https://doi.org/10.2991/iccet-15.2015.16
DO  - 10.2991/iccet-15.2015.16
ID  - Ma2015/11
ER  -