Novel ensemble approach to predict the ultimate axial load of CFST columns with different cross-sections-Reference-Cited by-同舟云学术

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Novel ensemble approach to predict the ultimate axial load of CFST columns with different cross-sections

Published:2023-01 Issue: Volume:47 Page:1-14
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Nguyen Thuy-Anh,Trinh Son Hoang,Nguyen May Huu,Ly Hai-Bang

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference75 articles.

1. Axial capacity of circular concrete-filled tube columns;Giakoumelis;J Constr Steel Res,2004

2. Axial load behaviour of high-strength rectangular concrete-filled steel tubular stub columns;Liu;Thin-Walled Struct,2005

3. Design and construction of concrete-filled steel tube column system in Japan;Morino;Earthquake Eng Eng Seismol,2003

4. Behaviour of concrete-filled double skin rectangular steel tubular beam–columns;Tao;J Constr Steel Res,2006

5. Prediction of ultimate axial capacity of square concrete-filled steel tubular short columns using a hybrid intelligent algorithm;Ren;Appl Sci,2019

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