Analysis of Equivalent Flexural Stiffness of Steel–Concrete Composite Beams in Frame Structures
Vertical deflection of a frame beam is an important indicator in the limit-state analysis of frame structures, particularly for steel–concrete composite beams, which are usually designed with large spans and heavy loads. In this study, the equivalent flexural stiffness of composite frame beams is an...
Guardado en:
Autores principales: | Mu-Xuan Tao, Zi-Ang Li, Qi-Liang Zhou, Li-Yan Xu |
---|---|
Formato: | article |
Lenguaje: | EN |
Publicado: |
MDPI AG
2021
|
Materias: | |
Acceso en línea: | https://doaj.org/article/67400e5b100f44b09655fa4d014a6418 |
Etiquetas: |
Agregar Etiqueta
Sin Etiquetas, Sea el primero en etiquetar este registro!
|
Ejemplares similares
-
A peculiar value of M to Mcr ratio: Reconsidering assumptions of curvature analysis of reinforced concrete beams
por: Gintaris Kaklauskas, et al.
Publicado: (2021) -
Studying the behavior of geopolymer concretes under repeated loadings
por: Osamah M. G. Al-Kerttani, et al.
Publicado: (2021) -
Prediction of Deflection of Reinforced Concrete Beams Considering Shear Effect
por: Sang-Woo Kim, et al.
Publicado: (2021) -
Textile-Reinforced Concrete Versus Steel-Reinforced Concrete in Flexural Performance of Full-Scale Concrete Beams
por: Fahed Alrshoudi
Publicado: (2021) -
Flexural Behavior of Reinforced Concrete Beams Covered by Gypsum Layers and Exposed to Elevated Temperatures
por: warwar Raid Sattar, et al.
Publicado: (2021)