By S.L. Chan, J.G. Teng, K.F. Chung
Those volumes of lawsuits include 9 invited keynote papers and one hundred thirty contributed papers provided on the 3rd overseas convention on Advances in metal constructions (ICASS '02) hung on Sept. 11 December 2002 in Hong Kong, China. The convention is a sequel to the 1st and the second one overseas meetings on Advances in metal constructions held in Hong Kong in December 1996 and 1999.
The convention offers a discussion board for dialogue and dissemination by way of researchers and architects of modern advances within the research, behaviour, layout and development of metal constructions. Papers have been contributed from over 18 international locations around the globe. They file present state-of-the paintings and aspect to destiny instructions of structural metal learn, overlaying a large spectrum of themes together with: beams and columns; connections; scaffolds and narrow buildings; cold-formed metal; composite development; plates; shells; bridges; dynamics; effect mechanics; results of welding; fatigue and fracture; hearth functionality; and research and layout.
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Additional resources for Advances in steel structures: proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China
The Stability ofFlat Plates. Chatto and Windus, London. Dier A. F. and Dowling P. J. (1984). The strength of plates subjected to biaxial forces. In Behaviour of Thin Walled Structures (Rhodes J. , eds), Elsevier Applied Science Publishers, London. Ge H. B. and Usami T. (1992). Strength of concrete-filled thin-walled steel box columns: experiment. Journal of Structural Engineering, ASCE, 118:11,3036-3054. Liang Q. Q. and Uy B. (2000). Theoretical study on the post-local buckling of steel plates in concretefilled box columns.
This boundary assumption for plate fields located inside DSC panel yields conservative results. If a plate field is located at the panel boundary, which is fully clamped by the connected concrete elements, the edge at the boundary should be assumed as clamped. 627 J- ^ ^O^ r ^ Figure 2: Single plate field restrained by stud shear connectors Initial imperfections The initial imperfections of steel plates are considered in the post-local buckling analysis. The form of initial geometric imperfections is taken as the first local buckling mode in the analysis.
Elwi (1998). Cyclic Test of Four-Story Steel Plate Shear Wall. Journal of Structural Engineering. 2,112-120. 7. M. Elgaaly and Yinbo Liu. (1997). Analysis of Thin-Steel-Plate Shear Walls. Journal of Structural Engineering. ll, 1487-1496. 8. M. Elgaaly. (1998). Thin Steel Plate Shear Walls Behavior and Analysis. Thin-Walled Structures. 32, 151-180. 9. M. Elgaaly, V. Caccese and C. Du. (1993). Post-Buckling Behavior of Steel-Plate Shear Walls under Cyclic Loads. Journal of Structural Engineering.