TY - GEN
T1 - Experimental investigation of steel beam-to-column joints at elevated temperatures
AU - Tan, K. H.
AU - Qian, Z. H.
AU - Burgess, I. W.
PY - 2007
Y1 - 2007
N2 - This paper presents the results of an experimental investigation of typical extended end-plate steel beam-to-column joints at elevated temperatures. Six beam-to-column joints were tested. These included three tests conducted at 400°C, 550°C and 700°C, and another three tests on specimens at 700°C with different axial compression forces applied to the beams. Moment-rotation-temperature characteristics are summarized in order to investigate the degradation of the behaviour of this type of steel joint at elevated temperatures.
AB - This paper presents the results of an experimental investigation of typical extended end-plate steel beam-to-column joints at elevated temperatures. Six beam-to-column joints were tested. These included three tests conducted at 400°C, 550°C and 700°C, and another three tests on specimens at 700°C with different axial compression forces applied to the beams. Moment-rotation-temperature characteristics are summarized in order to investigate the degradation of the behaviour of this type of steel joint at elevated temperatures.
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M3 - Conference contribution
AN - SCOPUS:42749087931
SN - 0415451418
SN - 9780415451413
T3 - Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
SP - 565
EP - 570
BT - Proceedings of the 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
T2 - 3rd International Conference on Steel and Composite Structures, ICSCS07 - Steel and Composite Structures
Y2 - 30 July 2007 through 1 August 2007
ER -