Seismic Performance Analysis of Three-Arch Double-Deck Metro Station Based on Response Displacement Method

DOI

10.2991/emeit.2012.189How to use a DOI?

Keywords

Three-arch double-deck metro station, Seismic performance, Response displacement method, Finite element, Reinforcement design.

Abstract

Taken the Dawanglu station of Beijing metro line 14 as engineering background, the response displacement method is used to analyze the seismic performance of the three-arch double-deck metro station modeled by the two-dimensional finite element method. Numerical results show that the seismic calculation based on the response displacement method can be used in the seismic design of metro engineering, considering the soil-structure interaction and their vibration characteristics. Under the seismic loads, the larger moment of the three-arch double-deck metro station mainly occurs on the sidewall and at the base plate near the sidewall. For the three-arch double-deck metro station, the static and seismic conditions should be taken into account in the reinforcement design of structural elements.

Copyright

© 2012, 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  - Deyun Ding
AU  - Weifeng Wang
AU  - Meiqun Huang
AU  - Xiuren Yang
AU  - Zongzhen Wu
PY  - 2012/09
DA  - 2012/09
TI  - Seismic Performance Analysis of Three-Arch Double-Deck Metro Station Based on Response Displacement Method
BT  - Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT 2012)
PB  - Atlantis Press
SP  - 879
EP  - 883
SN  - 1951-6851
UR  - https://doi.org/10.2991/emeit.2012.189
DO  - 10.2991/emeit.2012.189
ID  - Ding2012/09
ER  -