By SL Chan and JG Teng (Eds.)

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Extra resources for Advances in Steel Structures (ICASS '96). Proceedings of International Conference on Advances in Steel Structures 11–14 December 1996, Hong Kong

Sample text

A. P. 99 >1 in 5000000 PROPOSED I M P R O V E M E N T The "flaw" in the present approach lies in the use of Mp~as the design moment capacity. Due to strain hardening significantly higher moment levels may be achieved - albeit at quite large rotations. Fig. 4 illustrates this for ten of the authors' tests. 7 kNm. Clearly if rotations of the order of 4 ~ or 6~ are acceptable (and achievable) at the ultimate limit state, then moments 15% higher than Mpl could be employed. Fig. 4 Beam test results for section 152 x 152 x 30UC A moment-curvature analysis utilising a numerical integration procedure working from the measured stressstrain curve has been set-up (Byfield 1996).

0 means that the basic design expression is itself sufficiently conservative not to require the use of an additional margin. 10, the implication is that laterally restrained beams would be designed to have a margin greatly in excess of the target figure. Table 4 quantifies this. A. P. 99 >1 in 5000000 PROPOSED I M P R O V E M E N T The "flaw" in the present approach lies in the use of Mp~as the design moment capacity. Due to strain hardening significantly higher moment levels may be achieved - albeit at quite large rotations.

Shen Zuyan, Li Guoqiang (1995). Analysis of Fire Resistance Response of Steel Frames, Proceedings on State Key Laboratory ~'Disaster Reduction in Civil Engineering. Shen Zuyan, Han Xuehong, et al (1990). Investigation of the Behavior of the Beam-to-(,olumn Hybrid ("mmections of Tall Steel Buildings, Research Report of Tongji University. Shen Zuyan, Xu Zhonggen (1993). An Investigation of the q~-curves of Columns Welded by Thick Plates, J. of 7'~mgji I/niversity 21:2, 145-154. Shen Zuyan, Zhao Jincheng (1995).

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