Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns

Experimental and Numerical Investigation into the Stability Behaviour of Cable-Stiffened Steel Columns

A cable-stiffened steel column (CSSC) possesses superior stability behaviour compared to ordinary compression columns. In the past, the research emphasis has focused on the behaviours of stiffened columns under axial compression; investigations into their behaviour under eccentric loading is scant....

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Bibliographic Details
Main Authors: Pengcheng Li, Xuxiang Zhao, Jianyue Qiu, Jianghua Qian, Zhao Zhu, Zhigang Zhang, Lei Meng
Format: Article
Language:English
Published: MDPI AG 2022-12-01
Series:Materials
Subjects:
cable-stiffened columns
buckling behaviour
experimental investigations
eccentric loading
numerical analysis
Online Access:https://www.mdpi.com/1996-1944/15/24/8813

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