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007 From Figures 6 to 8 and Tables 7, 8 the following points can be drawn. - Y. Shen will cause structures damaged. Second, the damage in a structure will cumulate during successive seismic actions. Third, the cumulative damage will deduce the resistance capacity of structures to the seismic action. Fourth, the dynamic behavior of steel framed structures can be analyzed with acceptable accuracy by using the proposed cumulative damage hysteresis model. CONCLUSION Based on a series of experiments and theoretical analysis mentioned in the previous sections, the following main conclusions can be drawn: (1) The cumulative damage mechanics model of steel under cyclic loading suggested by the author is easy to be used in structural analysis with satisfactory accuracy.
Further investigation is required to determine if the AS 4100 compact section interaction rules are appropriate for non-uniform moment. Short length interaction tests indicated that local instability affects the beam-column strength more severely for short length specimens. Again, further investigation is required to determine if the AS 4100 interaction rule is appropriate for non-uniform moment. The simple linear interaction rule for non-compact sections in AS 4100 appears satisfactory for all the sections tested.
Reading, S J (1989), Kavianpour, K (1990), Anderson, D, Reading S, J and Kavianpour, K (1991) Investigation of the wind connection method, MSc thesis, University of Warwick, Wood, R H and Roberts, E H (1975), A graphical method of predicting sidesway in multistorey buildings, Proceedings Institution of Civil Engineers, Part 2, Vol. 59, pp 353-272. Ye Mei-Xin, Nethercot, D A and Li, T Q (1996), Non-linear finite element analysis of composite frames, Proceedings Institution of Civil Engineers, Structures and Buildings, Volume 116, pp 244247.