Eccentric behaviour of square CFST columns strengthened using square steel tube and high-performance concrete jackets

Author:

Zhao Pengtuan,Huang Yue,Lu Yiyan,Liang Hongjun,Zhu Tao

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference55 articles.

1. Concrete-filled steel tubular structures;Zhong,2003

2. Lin, PZ, Zhu, ZC, Li, ZJ, Fire-resistant structure: The concrete filled steel tubular column, Innsbruck, Austria, 1997, pp. 397-401.

3. Cyclic performance of repaired concrete-filled steel tubular columns after exposure to fire;Han;Thin Wall Struct.,2006

4. Analysis of steel-reinforced concrete-filled-steel tubular (SRCFST) columns under cyclic loading;Chang;Constr Build Mater.,2012

5. Lateral impact response of the concrete filled steel tube columns with and without CFRP strengthening;Shakir;Eng Struct,2016

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