By Siu-Lai Chan, J.G. Teng
Those volumes of complaints comprise nine invited keynote papers and 126 contributed papers to be offered on the moment overseas convention on Advances in metal buildings hung on 15-17 December 1999 in Hong Kong. The convention is a sequel to the overseas convention on Advances in metal buildings held in Hong Kong in December 1996. The convention will supply a discussion board for dialogue and dissemination through researchers and architects of contemporary advances within the research, behaviour, layout and building of metal buildings. The papers to be provided on the convention disguise a large spectrum of issues and have been contributed from over 15 international locations world wide. They record the present state-of-the artwork and aspect to destiny instructions of structural metal learn.
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Additional info for Advances in Steel Structures (ICASS '99)
D=-0 Min Tested (cm) Cal. withD Cal. D=-0 . ,, No. 5 No. 6 No. 7 No. 8 No. 9 No. 30 The cumulative damages of the columns of the steel frame model after each loading of the loading series are shown in Table 8. In the Table the two digits of the end member indicate the column (Figure 5) and the first digit means the end where damage occurs. TABLE 8 CUMULATIVE DAMAGES OF THE COLUMNS OF THE STEEL FRAME MODEL Loading No. 334 Loading No. 109 8-12 12-8 . . . . . . . . . . . . . . . . .
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.
3. These slenderness values are fairly stocky compared with those for the test data base used for the American Iron and Steel Institute Specification (AISI, 1996) on which AS/NZS 4600 was based. A simple plastic mechanism model for the web crippling strength of unlipped channels was proposed. The plastic mechanism model is most appropriate for the stocky web sections which fail as a mechanism due to the load eccentricity resulting from the rounded comers. Lateral Buckling of Channel Sections A research program on the lateral buckling capacities of cold-formed lipped channel-section beams (CFCs) was undertaken and published in Put, Pi and Trahair (1999a).
Advances in Steel Structures (ICASS '99) by Siu-Lai Chan, J.G. Teng