Force-displacement relation for lumped plasticity model of compact square concrete-filled steel tube columns-Reference-Cited by-同舟云学术

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Force-displacement relation for lumped plasticity model of compact square concrete-filled steel tube columns

Published:2024-09 Issue: Volume:23 Page:102619
ISSN:2590-1230
Container-title:Results in Engineering
language:en
Short-container-title:Results in Engineering

Author:

Shayanfar Mohsenali^ORCID,Zaherbin Pouria^ORCID,Jelokhani Niaraki Parsa,Eskandari Amir^ORCID

Publisher

Elsevier BV

Reference43 articles.

1. State of the art report on steel-concrete composite columns;Shanmugam;J. Constr. Steel Res.,2001

2. Minimum cost design of fibre-reinforced concrete-filled steel tubular columns;Hatzigeorgiou;J. Constr. Steel Res.,2005

3. Numerical model for the behavior and capacity of circular CFT columns, Part I: theory;Hatzigeorgiou;Eng. Struct.,2008

4. Parameter identification of three hysteretic models for the simulation of the response of CFT columns to cyclic loading;Skalomenos;Eng. Struct.,2014

5. Concrete-filled tubular columns part 1 - cross-section analysis;Gayathri;Int. J. Struct. Stabil. Dynam.,2004

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1. Numerical study of steel beam to reinforce concrete column (RCC) connection with through-plate and buckling-restrained steel plates;Results in Engineering;2024-09

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