By S.L. Chan, J.G. Teng, K.F. Chung
Those volumes of complaints include 9 invited keynote papers and a hundred thirty contributed papers offered on the 3rd overseas convention on Advances in metal buildings (ICASS '02) hung on September 11 December 2002 in Hong Kong, China. The convention is a sequel to the 1st and the second one foreign meetings on Advances in metal constructions held in Hong Kong in December 1996 and 1999.
The convention presents a discussion board for dialogue and dissemination via researchers and architects of contemporary advances within the research, behaviour, layout and building of metal buildings. Papers have been contributed from over 18 nations worldwide. They document present state-of-the artwork and element to destiny instructions of structural metal study, protecting a large spectrum of issues together with: beams and columns; connections; scaffolds and narrow constructions; cold-formed metal; composite building; plates; shells; bridges; dynamics; influence mechanics; results of welding; fatigue and fracture; fireplace functionality; and research and layout.
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Extra resources for Advances in steel structures: proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China
D. (1995). Local stability of filled and encased steel sections. Journal of Structural Engineering, ASCE, 121:10,1382-1388. Wright H. , Oduyemi T. O. S. and Evans H. R. (1991a). The experimental behaviour of double skin composite tXtmtnis. Journal of Constructional Steel Research, 19:2, 97-110. Wright H. , Oduyemi T. 0. S. and Evans H. R. (1991b). The design of double skin composite tXtrntni^. Journal of Constructional Steel Research, 19:2,111-132. Advances in Steel Structures, Vol. ) © 2002 Elsevier Science Ltd.
Furthermore, the displacements are generally underestimated whereas close agreement was obtained using the strain hardening models. In summary, stainless steel plates can be accurately modelled by using nonlinear strain hardening material models which are based on compression coupon tests for the longitudinal direction. The present study indicates that anisotropy may not be important for numerical analyses. REFERENCES Bambach, MR and Rasmussen, KJR, "Experimental Techniques for Testing Unstiffened Plates in Compression and Bending", Thin-walled Structures, Advances and Developments, eds J.
The purpose of this paper is to investigate the post buckling behavior of cross-stiffened panel ranging from thin plate to thick plate, and to propose designing criteria for utilizing post buckling strength and to determinate the optimal value of stififener's stiffness. Here, panels are stiffened to prevent local buckling and to increase the elastic buckling load, and to increase shear-carrying capacity and shear stiffness, and to reduce out-of-plane deformation in the panel. ANALYSIS MODEL AND PARAMETERS Three assumptions are made in analysis model that the local buckling is not allowed in flanges and web of columns, and the stiffened or unstiffened steel plate is framed by surrounding pin-connected square steel frame, where the beams in steel frame is assumed as rigid bar pin-connected with columns, as shown in figure 1.
Advances in steel structures: proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China by S.L. Chan, J.G. Teng, K.F. Chung