The effect of slenderness ratio on modification of compressive strength of AISC code for composite columns (CFT) T-shaped with numerical (FEM) and experimental analysis-Reference-Cited by-同舟云学术

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The effect of slenderness ratio on modification of compressive strength of AISC code for composite columns (CFT) T-shaped with numerical (FEM) and experimental analysis

Published:2021-03 Issue: Volume:9 Page:100124
ISSN:2590-048X
Container-title:Results in Materials
language:en
Short-container-title:Results in Materials

Author:

Davoudi Seyed Ali Mousavi,Naghipour Morteza

Publisher

Elsevier BV

Reference18 articles.

1. Bond-slip behaviour of concrete-filled stainless steel circular hollow section tubes;Chen;J. Constr. Steel Res.,2017

2. Structural design for non-linear metallic materials;Gardner;Eng. Struct.,2006

3. Structural behavior of concrete filled steel tubes;Gardner;ACI Struct. J.,1967

4. Mahdi nematzadeh effect of high performance concrete mixture on behavior of passive and active confined CFT;Naghipour;Int. J. Theor. Appl. Mech.,2015

5. Experimental study on modulus of elasticity of steel tube-confined concrete stub columns with active and passive confinement;Naghipour;Int. J. Eng. Struct.,2017

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1. Bayesian Regularization Backpropagation Neural Network for Glass Beams in Lateral–Torsional Buckling;Advances in Civil Engineering;2023-08-19

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