| Issue |
E3S Web Conf.
Volume 293, 2021
2021 3rd Global Conference on Ecological Environment and Civil Engineering (GCEECE 2021)
|
|
|---|---|---|
| Article Number | 03007 | |
| Number of page(s) | 5 | |
| Section | Sustainable Resource Development and Green Energy Saving | |
| DOI | https://doi.org/10.1051/e3sconf/202129303007 | |
| Published online | 23 July 2021 | |
Incremental dynamic analysis of underground subway station structure
1 School of Management, Shenyang Jianzhu University, Shenyang 110168, China.
2 China Communications Tunnel Engineering Company Limited, Fujian 353100, China
3 School of Civil Engineering, Shenyang Jianzhu University, Shenyang 110168, China.
* Corresponding author: 262liut@tongji.edu.cn
Incremental dynamic analysis constitutes the basis of seismic performance evaluation and seismic vulnerability assessment. In this paper, a typical two-story three-span subway station structure is selected as an example structure and its incremental dynamic analysis procedure are presented, including selection of ground motion, intensity measure and limit state determination. The incremental dynamic analysis procedure provided in this study can be a basis for further study on seismic design for underground structural systems.
© The Authors, published by EDP Sciences, 2021
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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