Advances in Steel Structures (ICASS '99) by Siu-Lai Chan, J.G. Teng

By Siu-Lai Chan, J.G. Teng

Those volumes of lawsuits comprise nine invited keynote papers and 126 contributed papers to be awarded on the moment foreign convention on Advances in metal constructions hung on 15-17 December 1999 in Hong Kong. The convention is a sequel to the overseas convention on Advances in metal constructions held in Hong Kong in December 1996. The convention will supply a discussion board for dialogue and dissemination by means of researchers and architects of modern advances within the research, behaviour, layout and development of metal constructions. The papers to be awarded on the convention disguise a large spectrum of themes and have been contributed from over 15 international locations all over the world. They file the present state-of-the artwork and element to destiny instructions of structural metal study.

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013 . . 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.

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. Rogers, CA and Hancock, GJ (1999). "Screwed Connection Tests of Thin G550 and G300 Sheet Steels", Journal of Structural Engineering, ASCE, 125:2, 128-136. Standards Association of Australia (1991), Structural Steel Hollow Sections, AS 1163-1991.

Some key details for certain of the steps in the actual design procedure are discussed below. 4 ( D E + W E ) should be undertaken. 5% o f the factored dead + imposed load as specified by BS5950: Part 1. A. S. Hensman 10 STEP 1 Define frame geometry NOTE: This flow chart is not a design procedure. It should be used only as a 'first check', to determine if the wind-moment method outlined in this document is a suitable design method for the frame in question. 9Mp The frame design is likely to be controlled by SLS sway.

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