Nonlinear analysis of square spiral-confined reinforced concrete-filled steel tubular short columns incorporating novel confinement model and interaction local buckling-Reference-Cited by-同舟云学术

Nonlinear analysis of square spiral-confined reinforced concrete-filled steel tubular short columns incorporating novel confinement model and interaction local buckling

Published:2023-01 Issue: Volume:274 Page:115168
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ahmed Mizan^ORCID,Sheikh M. Neaz,Hadi Muhammad N.S.,Liang Qing Quan

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference47 articles.

1. Non-linear analysis of steel fibre reinforced concrete-filled steel tube columns;Guler;Proc Insti Civil Eng-Struct Build,2013

2. Behavior of centrally loaded concrete-filled steel-tube short columns;Sakino;J Struct Eng,2004

3. The mechanical analysis of square concrete-filled tubular steel stub columns with inner constraints under axial pressure;Zheng,2013

4. Axial compressive behavior of square spiral-confined high-strength concrete-filled steel-tube columns;Hu;J Struct Eng,2020

5. Mechanical behavior of spiral stirrup reinforced concrete filled square steel tubular columns under compression;Chen;Eng Struct,2021

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