Kuo-Chen Yang
- Experimental Study on Ultimate Strength of H-Shaped Fire-Resistant Steel Columns under Fire Load. Vorgetragen bei: 2005 Structures Congress: Metropolis and Beyond & 2005 Forensic Engineering Symposium, New York (New York), USA, 20-24 April 2005. (2005):
- 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). (2013):
- Experimental studies of circular composite bridge piers for seismic loading. In: Steel and Composite Structures, v. 12, n. 3 (März 2012). (2012):
- 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). (2005):
- Performance of steel H columns loaded under uniform temperature. In: Journal of Constructional Steel Research, v. 62, n. 3 (März 2006). (2006):
- Experimental study of fire-resistant steel H-columns at elevated temperature. In: Journal of Constructional Steel Research, v. 62, n. 6 (Juni 2006). (2006):
- Behavior of beam-to-column moment connections under fire load. In: Journal of Constructional Steel Research, v. 65, n. 7 (Juli 2009). (2009):
- Structural behavior of centrally loaded steel columns at elevated temperature. In: Journal of Constructional Steel Research, v. 65, n. 10-11 (Oktober 2009). (2009):
- Strength criteria for bolted connections at elevated temperature. In: Journal of Constructional Steel Research, v. 88 (September 2013). (2013):
- Shear strength of high-strength bolts at elevated temperature. In: Construction and Building Materials, v. 25, n. 8 (August 2011). (2011):
- 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). (2013):