Experimental Research on Static Behavior of Stiffened T-Shaped Concrete-Filled Steel Tubular Stubs Subjected to Concentric Axial Loading

Author:

Xu Chuangze,Yang YuanlongORCID,Tang Xin,Liu Jiepeng

Funder

National Key Research and Development Program of China

Research and Development Project of Ministry of Housing and Urban-Rural Development

Fundamental Research Funds for the Central Universities

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference19 articles.

1. Cai, J., & He, Z. Q. (2005). Axial load behavior of square CFT stub column with binding bars. Journal of Constructional Steel Research, 62, 472–483.

2. Cheng, T., & Thomas, H. (1989). T-shaped reinforced concrete members under biaxial bending and axial compression. ACI Structural Journal, 86(4), 2576–2595.

3. Dundar, C., & Sahin, B. (1993). Arbitrarily shaped reinforced concrete members subjected to biaxial bending and axial load. Computers & Structures, 49(4), 643–662.

4. Gao, D. X., Ke, J., & Wang, L. H. (2005). Seismic behavior analysis of special-shaped column frame structure. Journal of Xi’an University of Technology, 21(3), 285–288. (in Chinese).

5. Joaquin, M. (1979). Design aids for L-shaped reinforced concrete columns. ACI Structural Journal, 76(49), 1197–1216.

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