Stability of Box-Section Steel Column Considering Welding Residual Stress at High Temperatures

Author:

Fu Y. Q.,Zhang Y.,Zhang D.,Ju J. S.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials

Reference13 articles.

1. G.Q. Li, L.H. Han, G.B. Lou., S.C. Jiang, “Fire resistant design of steel structure and steel-concrete composite structure” (in Chinese), Beijing: China Construction Industry Press (2006)

2. Y. Ge, W.Y. Wang, “Experimental study on residual stress distribution of H-section steel components before and after the fire” (in Chinese), J. Disaster Prevention and Mitigation Engineering 35, No.1, 126-131(2015).

3. W.Y. Wang, S.Q. Qin., “Experimental investigation of residual stresses in thin-walled welded H-sections after fire exposure,” Thin Wall. Struct. 101, 109-119 (2016).

4. K. Yang, H. Lee, O. Chan., “Performance of steel H columns loaded under uniform temperature”, J. Constr. Steel Res. 62, No. 3, 262-270(2006).

5. K. Yang, H. Lee, O. Chan, “Structural behavior of centrally loaded steel columns at elevated temperature”, J. Constr. Steel Res. 65, No. 10-11, 2062-2068(2009).

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