Ultimate strength of hollow concrete-filled steel tube with lateral opening under axial and uniaxial loads

Author:

Abd Dhurgham Sh.,Al-Khekany Alaa M.

Publisher

AIP Publishing

Reference12 articles.

1. N. M. Salim and A. M. Al-Khekany, “Effect of geometrical properties on slenderness ratio of concrete filled multi-skins steel tube column,” in Journal of Physics: Conference Series, 2021, vol. 1895, no. 1, p. 12064.

2. N. M. Salim and A. M. Al-Khekany, “Experimental Evaluation of Slenderness Ratio of Composite Column Reinforced by Multi-skin Steel Tubes,” Arab. J. Sci. Eng., pp. 1–11, 2021.

3. A. M. Al-Khekany, L. S. Al-Yassri, and H. S. Abbas, “An experimental investigation of hollow composite column reinforced by multi-skin square and round steel tube,” Int. J. Civ. Eng. Technol., vol. 9, no. 11, pp. 784–793, 2018.

4. B. Kumari, “Concrete Filled Steel Tubular (CFST) Columns in Composite Structures,” IOSR J. Electr. Electron. Eng., vol. 13, no. 1, pp. 11–18, 2018.

5. D. Dujmović, B. Androić, D. Tonis, and I. Lukačević, “Composite columns made of concrete-filled hollow steel sections with embedded steel cores,” Građevinar, vol. 69, pp. 295–306, 2017.

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