Experimental study on the seismic performance of concrete-filled steel tube columns with a multiple-chamber round-ended cross-section
Reinforced concrete bridge piers with round-ended sections are susceptible to bending, bending–shear, and shear failure after earthquakes in high-intensity areas, thus necessitating improved seismic performance. This study introduced a novel design for a concrete-filled steel tube (CFST) column, fea...
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| Autori principali: | , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Frontiers Media S.A.
2024-02-01
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| Serie: | Frontiers in Materials |
| Soggetti: | |
| Accesso online: | https://www.frontiersin.org/articles/10.3389/fmats.2024.1363206/full |
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