Seismic performance of subway station based on failure model control
Based on the opinion that the collapse of the Daikai station is caused by insufficient deformation capacity of the middle column, the failure mode of the middle column is optimized, and a new segmental cored column is proposed. 3D nonlinear finite element simulations are established by using ABAQUS....
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| Autore principale: | |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Editorial Office of Chinese Journal of Geotechnical Engineering
2019-08-01
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| Serie: | Yantu gongcheng xuebao |
| Soggetti: | |
| Accesso online: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE201908003 |
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