Nonlinear analysis of square concrete-filled double steel tubular slender columns incorporating preload effects-Reference-Cited by-同舟云学术

Nonlinear analysis of square concrete-filled double steel tubular slender columns incorporating preload effects

Published:2020-03 Issue: Volume:207 Page:110272
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ahmed Mizan,Liang Qing Quan,Patel Vipulkumar Ishvarbhai,Hadi Muhammad N.S.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. Nonlinear analysis of rectangular concrete-filled double steel tubular short columns incorporating local buckling;Ahmed;Eng Struct,2018

2. Local-global interaction buckling of square high-strength concrete-filled double steel tubular slender beam-columns;Ahmed;Thin-Walled Struct,2019

3. Experimental study about the effect of initial stress on bearing capacity of concrete-filled steel tubular members under eccentric compression;Zhang;J Harbin Univ Civil Eng Architect,1997

4. Behaviour of concrete-filled hollow structural steel (HSS) columns with pre-load on the steel tubes;Han;J Constr Steel Res,2003

5. Effect of preload on the axial capacity of concrete-filled composite columns;Liew;J Constr Steel Res,2009

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