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