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...
Na minha lista:
| Principais autores: | , , , |
|---|---|
| Formato: | Artigo |
| Idioma: | Inglês |
| Publicado em: |
Frontiers Media S.A.
2024-02-01
|
| Colecção: | Frontiers in Materials |
| Assuntos: | |
| Acesso em linha: | https://www.frontiersin.org/articles/10.3389/fmats.2024.1363206/full |
| Tags: |
Sem tags, seja o primeiro a adicionar uma tag!
|