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 9/11 December 2002 in Hong Kong, China. The convention is a sequel to the 1st and the second one foreign meetings on Advances in metal buildings held in Hong Kong in December 1996 and 1999.
The convention presents a discussion board for dialogue and dissemination by means of researchers and architects of contemporary advances within the research, behaviour, layout and development of metal buildings. Papers have been contributed from over 18 international locations all over the world. They document present state-of-the paintings and aspect to destiny instructions of structural metal examine, masking a large spectrum of subject matters together with: beams and columns; connections; scaffolds and slim constructions; cold-formed metal; composite building; plates; shells; bridges; dynamics; impression 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
Further classification on the structural behaviour of I sections with very slender webs is necessary to distinguish the instability characteristics of the web-plates and the compression flanges. If the compression flanges buckle in an overall fashion with differential lateral deflection together with buckled web-plate, it is proposed to refer the deformation as overall distortional buckling. This buckling mode is very similar to lateral torsional buckling expect that local curvature is found in the web-plates and the flanges have different lateral deflections and longitudinal rotations.
Advances in Steel Structures, Vol. ) © 2002 Elsevier Science Ltd. All rights reserved. 625 LOCAL BUCKLING OF BIAXIALLY COMPRESSED STEEL PLATES IN DOUBLE SKIN COMPOSITE PANELS Q. Q. Liang,^ B. Uy,^ H. D. Wright^ and M. A. Bradford^ ^ School of Civil and Environmental Engineering, The University of New South Wales, Sydney, NSW 2052, Australia ^ Department of Civil Engineering, University of Strathclyde, Glasgow, G4 ONG, UK ABSTRACT Steel plates in double skin composite (DSC) panels may buckle locally between shear connectors when subjected to biaxial compression.
1999). Transverse-Stiffener Requirements for the post-Buckling Behavior of a Plate in Shear. Thin-Walled Structures. 34, 43-63. 4. R. Evans. (1983). Plate Structures, Stability and Strength, Narayanan. Applied Sciences. 5. G. L. E. L. Kennedy (1998). FE and Simplified Models of Steel Plate Shear Wall. Journal of Structural Engineering. 2, 121-130. 6. G. Driver, GL. L. E. Elwi (1998). Cyclic Test of Four-Story Steel Plate Shear Wall. Journal of Structural Engineering. 2,112-120. 7. M. Elgaaly and Yinbo Liu.