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Study of the Impact of Varying Inclination Angles of Arch Ribs on the Seismic Behavior of Half-Through Steel Basket-Handle Arch Bridge

In the present study, multiscale finite element (FE) models of half-through steel basket-handle arch bridges were established. The eigenvalue analyses were conducted to explore the dynamic characteristics of the arch bridges based on the FE models. In addition, a parametric analysis was carried out...

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Principais autores: Jubo Sun, Siyao Chen, Zhanfei Wang, Weining Sui, Qiang Zhang
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2024-03-01
coleção:Buildings
Assuntos:
basket-handle arch bridge
multiscale finite element model
inclination angle
seismic performance
time history analysis
Acesso em linha:https://www.mdpi.com/2075-5309/14/3/794
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