| Issue |
E3S Web Conf.
Volume 293, 2021
2021 3rd Global Conference on Ecological Environment and Civil Engineering (GCEECE 2021)
|
|
|---|---|---|
| Article Number | 02016 | |
| Number of page(s) | 5 | |
| Section | Environmental Energy and Civil Engineering and Water Conservancy Construction | |
| DOI | https://doi.org/10.1051/e3sconf/202129302016 | |
| Published online | 23 July 2021 | |
Structural dynamic response of underground structure with vertical ground motion input
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: wangqinghe@sjzu.edu.cn
Since many cases of structural damage in past earthquakes have been attributed to strong vertical ground motion, our understanding of vertical seismic load effects and their influence on seismic performance of subway station structure is limited. In this study, the Daikai subway station is taken as a typical example. A two-dimensional finite element model of both soil and structure was established using finite element software ABAQUS. Two input approaches of ground motion are considered, including the horizontal component alone and the vertical and horizontal motions simultaneously. Four groups of ground motion records are selected according to the site type of this station and scaled to the strong intensity which can make the station damage. Results show that the vertical seismic load increases the axial force of the column component apparently, while horizontal seismic load has little effect on axial compression ratio.
© The Authors, published by EDP Sciences, 2021
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