Optimization study of strengthened T-shaped concrete-filled steel tubular (CFST) column-steel beam joint
Author:
Funder
Fundamental Research Funds for the Central Universities
National Natural Science Foundation of China
Publisher
Elsevier BV
Reference36 articles.
1. Compressive behavior of T-shaped concrete filled steel tubular columns;Yang;Int. J. Steel Struct.,2010
2. Research on special-shaped concrete-filled steel tubular columns under axial compression;Liu;J. Constr. Steel Res.,2018
3. Static behavior of T-shaped concrete-filled steel tubular columns subjected to concentric and eccentric compressive loads;Yang;Thin-Walled Struct.,2015
4. Eccentric load behavior of L-shaped CFT stub columns with binding bar;Zuo;J. Constr. Steel Res.,2012
5. Axial load behavior of L-shaped CFT stub columns with binding bars;Zuo;Eng. Struct.,2012
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