Shear bearing capacity calculation of low-rise SFRC shear wall with CFST columns based on simplified softened strut and tie model

Shear bearing capacity calculation of low-rise SFRC shear wall with CFST columns based on simplified softened strut and tie model

In the paper, an innovative shear wall, which is referred to as steel fiber reinforced concrete (SFRC) shear wall with concrete filled steel tube (CFST) columns, is introduced, based on the high bearing capacity and large stiffness of concrete filled steel tube column (CFSTC) and good cracking resis...

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Bibliographic Details
Main Authors:	Peibo You, Li Li, Yapeng Qin, Yi Wang, Qingjie Yang, Jie Zhang
Format:	Article
Language:	English
Published:	Frontiers Media S.A. 2024-01-01
Series:	Frontiers in Materials
Subjects:	steel fiber reinforced high strength concrete shear wall concrete filled steel tube columns shear bearing capacity simplified softened strut and tie model
Online Access:	https://www.frontiersin.org/articles/10.3389/fmats.2023.1298812/full

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