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Impact of column axial load level of the seismic behavior of concrete-filled UHPC tubular column-to-footing connections reinforced with different spiral stirrup spacing

The behavior of the ultra-high-performance concrete (UHPC) filled tubular columns (CFUT) was investigated in this study using the method of nonlinear finite element analysis (NLFEA). The CFUT jacketed system is utilized in many real-world engineering applications, such as bridge piers and high-rise...

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Principais autores: Rajai Z. Al-Rousan, Bara’a R. Alnemrawi
Formato: Artigo
Idioma:Inglês
Publicado em: Elsevier 2025-06-01
coleção:Results in Engineering
Assuntos:
Acesso em linha:http://www.sciencedirect.com/science/article/pii/S259012302501028X
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