Experimental study on rectangular CFT columns with different steel grades and thicknesses-Reference-Cited by-同舟云学术

Experimental study on rectangular CFT columns with different steel grades and thicknesses

Published:2017-03 Issue: Volume:130 Page:109-119
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Choi In-Rak,Chung Kyung-Soo,Kim Chang-Soo

Funder

Ministry of Land, Transportation and Maritime Affairs of Korea

Publisher

Elsevier BV

Subject

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

Reference30 articles.

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2. Experimental study on the structural behavior of high strength concrete-filled square steel tube subjected to flexural loading;Chung;J. Archit. Inst. Korea,2010

3. Prediction of hysteretic behavior of high-strength square concrete-filled steel tubular columns subjected to eccentric loading;Chung;Int. J. Steel Struct.,2012

4. Strength of short concrete filled high strength steel box columns;Uy;J. Constr. Steel Res.,2001

5. Strength of slender concrete filled high strength steel box columns;Mursi;J. Constr. Steel Res.,2004

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