Kuo-Chen Yang
- (2005): Experimental Study on Ultimate Strength of H-Shaped Fire-Resistant Steel Columns under Fire Load. Presented at: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005.
- (2013): Experimental research on the creep buckling of fire-resistant steel columns at elevated temperature. In: Steel and Composite Structures, v. 15, n. 2 (August 2013).
- (2012): Experimental studies of circular composite bridge piers for seismic loading. In: Steel and Composite Structures, v. 12, n. 3 (March 2012).
- (2005): Experimental study on local buckling of fire-resisting steel columns under fire load. In: Journal of Constructional Steel Research, v. 61, n. 4 (April 2005).
- (2006): Performance of steel H columns loaded under uniform temperature. In: Journal of Constructional Steel Research, v. 62, n. 3 (March 2006).
- (2006): Experimental study of fire-resistant steel H-columns at elevated temperature. In: Journal of Constructional Steel Research, v. 62, n. 6 (June 2006).
- (2009): Behavior of beam-to-column moment connections under fire load. In: Journal of Constructional Steel Research, v. 65, n. 7 (July 2009).
- (2009): Structural behavior of centrally loaded steel columns at elevated temperature. In: Journal of Constructional Steel Research, v. 65, n. 10-11 (October 2009).
- (2013): Strength criteria for bolted connections at elevated temperature. In: Journal of Constructional Steel Research, v. 88 (September 2013).
- (2011): Shear strength of high-strength bolts at elevated temperature. In: Construction and Building Materials, v. 25, n. 8 (August 2011).
- (2013): Effect of end distance and bolt number on bearing strength of bolted connections at elevated temperature. In: International Journal of Steel Structures, v. 13, n. 4 ( 2013).
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