A study on RCFST column instability modes

In this work, the instability damage modes of yield state of a steel tube at the tension side of a rectangular steel tube-confined concrete (RCFST) column under eccentric compression were classified into two types based on the coupling effect of slenderness ratio (λ) and eccentricity ratio (γ). The...

Full description

Bibliographic Details
Main Authors: Zhengran Lu, Chao Guo
Format: Article
Language:English
Published: Polish Academy of Sciences 2022-06-01
Series:Archives of Civil Engineering
Subjects:
Online Access:https://journals.pan.pl/Content/123602/PDF/art12.pdf