Experimental and numerical study on the structural behaviour of HST, RCC and CFST stub columns under pure axial compression

Author:

Patton M. Longshithung,Warsi Syed Bustan Fatima,Adak Dibyendu

Funder

TEQIP-III

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering,Environmental Engineering,Engineering (miscellaneous)

Reference53 articles.

1. Zhang D, Ye XG (2003) Non-linear analysis of special-shaped reinforced concrete columns. J Hefei Univ Technol 26(4):490–494

2. Gao DX, Ke J, Wang LH (2005) Seismic behavior analysis of special-shaped column frame structure. J Xi’an Univ Technol 21(3):285–288

3. Wang TC, Li XH, Wang TZ, Kang GY (2007) Hysteretic behavior of frame with specially shaped columns subjected to cyclic loading. J Jilin Univ Eng Technol Ed 37(1):224–228

4. Xu Y, Wu B (2009) Fire resistance of reinforced concrete columns with L-, T-, and +-shaped cross-sections. Fire Saf J 44:869–880

5. Foraboschi P (2020) Optimal design of seismic resistant RC columns. Materials 13(18):1919

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