Influence of concrete strength and length/diameter on the axial capacity of CFT columns-Reference-Cited by-同舟云学术

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Influence of concrete strength and length/diameter on the axial capacity of CFT columns

Published:2009-12 Issue:12 Volume:65 Page:2103-2110
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

de Oliveira Walter Luiz Andrade,De Nardin Silvana,de Cresce El Debs Ana Lúcia H.,El Debs Mounir Khalil

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference24 articles.

1. Structural behavior of slender circular steel–concrete composite columns under various means of load application;Johansson;Steel and Composite Structures,2001

2. State of the art report on steel–concrete composite columns;Shanmugam;Journal of Constructional Steel Research,2001

3. An investigation of the load carrying capacity of concrete-filled steel tubes and development of design formula;Kloppel;Der Stahlbau,1957

4. An investigation of the load carrying capacity of concrete-filled steel tubes and development of design formula;Kloppel;Der Stahlbau,1957

5. Structural behavior of concrete filled steel tubes;Gardner;ACI Journal,1967

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2. Experimental research on load separation of concrete-filled circular steel tube short columns;Journal of Constructional Steel Research;2024-01

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