Study on Seismic Properties of Assembled Monolithic Metro Station Based on Response Deformation Method

DOI

10.2991/icache-16.2016.3How to use a DOI?

Keywords

underground structure; assembled monolithic metro station; seismic property; response deformation method; internal force.

Abstract

Assembled monolithic metro station is a potential kind of structure technique to solve a series of problems caused by the cast-in-situ concrete technique used in the traditional construction way of metro station. Seismic properties of this underground structure are modeled and studied based on the response deformation method, different mechanical properties of assembling joints and different strata conditions are considered. Results indicate that its seismic properties possess great sensibility to the mechanical properties of assembling joints, with pillar to be the most sensitive. Thus sufficient attention should be paid to seismic design and construction quality of the assembling joints.

Copyright

© 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/).

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TY  - CONF
AU  - Tao Chen
AU  - Furong Luo
AU  - Xiuli Du
AU  - Songmei Li
AU  - Zongyong Wang
PY  - 2016/11
DA  - 2016/11
TI  - Study on Seismic Properties of Assembled Monolithic Metro Station Based on Response Deformation Method
BT  - Proceedings of the 2016 2nd International Conference on Architectural, Civil and Hydraulics Engineering (ICACHE 2016)
PB  - Atlantis Press
SP  - 12
EP  - 17
SN  - 2352-5401
UR  - https://doi.org/10.2991/icache-16.2016.3
DO  - 10.2991/icache-16.2016.3
ID  - Chen2016/11
ER  -