The Study of Subway Tunnel Seismic Nonlinear Dynamic Response
- 10.2991/emcs-16.2016.470How to use a DOI?
- Component; Subway tunnel; Seismic; Nonlinear dynamic response
Objective: This paper studies the subway tunnel seismic nonlinear dynamic response, so that can get some helpful conclusions, which is helpful for seismic designing of metro tunnel. Methods:A series of probems on dynamic FEM are discussed and suggestions about setting of soil dynamic constitutive model and soil-structure contact model are given in the paper.With the example of Tianjin No.1 subway and No.2 sub-way, nonlinear analysis of dynamic response including displacement,stress and strain of circular tunnel and displacement of the surface of ground are conducted to draw some helpful conclusions. Results: Application of dynamic finite element method for seismic response of metro tunnel to do nonlinear analysis, can get a series of laws and conclusions. These laws apply to circular shield tunnel. Conclusion: Application of dynamic finite element method for seismic response of metro tunnel to do nonlinear analysis, draw some useful rules and conclusions, which will provide reference and basis for seismic design and research of the subway tunnel.
- © 2016, 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/).
Cite this article
TY - CONF AU - Mingming Liu AU - Xiaofang Li AU - Shidan He PY - 2016/01 DA - 2016/01 TI - The Study of Subway Tunnel Seismic Nonlinear Dynamic Response BT - Proceedings of the 2016 International Conference on Education, Management, Computer and Society PB - Atlantis Press SP - 1870 EP - 1873 SN - 2352-538X UR - https://doi.org/10.2991/emcs-16.2016.470 DO - 10.2991/emcs-16.2016.470 ID - Liu2016/01 ER -