Seismic Response Analyses Method of Underground Structures in China
- DOI
- 10.2991/ifeesm-15.2015.58How to use a DOI?
- Keywords
- underground structure; subway station; seismic design; pseudo-static method; time-history analyses
- Abstract
Seismic design of underground structures is an important part in earthquake engineering. Numerous simplified calculation methods have been raised in the seismic design of horizontal structures. According to the Chinese code in the seismic design of subway structure which was put forward 2014, it is crucial to take the practical demands of designers into consideration. This paper presents the calculation methods and procedures of seismic response analyses of underground structures that are commonly used in China. Comparisons are made to discuss the feasibility and reliability of existing methods, and some recommendations are proposed to provide a reference for designers.
- 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/).
Cite this article
TY - CONF AU - Xie Yao PY - 2015/09 DA - 2015/09 TI - Seismic Response Analyses Method of Underground Structures in China BT - Proceedings of the 2015 International Forum on Energy, Environment Science and Materials PB - Atlantis Press SP - 309 EP - 314 SN - 2352-5401 UR - https://doi.org/10.2991/ifeesm-15.2015.58 DO - 10.2991/ifeesm-15.2015.58 ID - Yao2015/09 ER -