By Siu-Lai Chan, J.G. Teng

Those volumes of court cases include nine invited keynote papers and 126 contributed papers to be awarded on the moment foreign convention on Advances in metal buildings hung on 15-17 December 1999 in Hong Kong. The convention is a sequel to the foreign convention on Advances in metal buildings held in Hong Kong in December 1996. The convention will offer a discussion board for dialogue and dissemination through researchers and architects of contemporary advances within the research, behaviour, layout and building of metal constructions. The papers to be offered on the convention disguise a large spectrum of themes and have been contributed from over 15 international locations all over the world. They document the present state-of-the paintings and aspect to destiny instructions of structural metal learn.

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Extra resources for Advances in Steel Structures (ICASS '99)

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I I / Design the frame using the I The bottom storey SLS sway is likely wind-moment method,as ] to control the frame design. detailed in this document. Increasing the column section sizes may resolve this problem; if not then it may be appropriate to use an alternative method. " Application of the Wind Moment Method 11 critical for the design of internal columns when heavy imposed loads are present on long span beams. For beam design under gravity loading an end restraint moment of 10% of the maximum sagging moment in the beam should be assumed.

Pi, Y-L, Put, BM and Trahair, NS (1999a). "Lateral Buckling Tests of Cold-Formed Channel Beams", Journal of Structural Engineering, ASCE, 125: 5, 532-539. Put, BM, Pi, Y-L and Trahair, NS (1999b). "Bending and Torsion of Cold-Formed Channel Beams", Journal of Structural Engineering, ASCE, 125-5, 540-546. Rogers, CA and Hancock, GJ (1997). "Ductility of G550 Sheet Steel in Tension", Journal of Structural Engineering, ASCE, 123:12, 1586-594. Rogers, CA and Hancock, GJ (1998). "Bolted Connection Tests of Thin G550 and G300 Sheet Steels", Journal of Structural Engineering, ASCE, 124:7, 798-808.

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. A C U M U L A T I V E DAMAGE MODEL FOR THE ANALYSIS OF STEEL FRAMES U N D E R SEISMIC ACTIONS* Zu-Yan Shen I ~State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, 200092, China ABSTRACT Based on a series of experiments and theoretical analysis, a cumulative damage mechanics model of steel under cyclic loading, hysteresis models for plane and space steel members with damage cumulative effects and a cumulative damage model for steel frames under seismic actions are presented.

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