By S.L. Chan, J.G. Teng, K.F. Chung

ISBN-10: 0080422632

ISBN-13: 9780080422633

ISBN-10: 0080427022

ISBN-13: 9780080427027

ISBN-10: 0080428266

ISBN-13: 9780080428260

ISBN-10: 0080440177

ISBN-13: 9780080440170

Those volumes of court cases include 9 invited keynote papers and a hundred thirty contributed papers awarded on the 3rd overseas convention on Advances in metal constructions (ICASS '02) hung on Sep 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 buildings held in Hong Kong in December 1996 and 1999.

The convention offers a discussion board for dialogue and dissemination via researchers and architects of modern advances within the research, behaviour, layout and building of metal buildings. Papers have been contributed from over 18 international locations world wide. They file present state-of-the paintings and aspect to destiny instructions of structural metal learn, protecting a large spectrum of issues together with: beams and columns; connections; scaffolds and slim constructions; cold-formed metal; composite building; plates; shells; bridges; dynamics; influence mechanics; results of welding; fatigue and fracture; hearth 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

Example text

Ductility and Width-Thickness Ratio of Steel Cylindrical Panels Subjected to Circumferential Compression. Jour. Struct. Engrg. 39:A, 37-50 (in Japanese). , and Miyanishi, A. (2000) Ductility over Ultimate Strength of Compressive Plate Using High Performance Steel and Material Properties of Steel. Proc. of First Symposium on Improvement of Protection against Earthquake Disasters through the Elucidation of the Fracture Process of Structures, 87-90 (in Japanese). Moriwaki, Y. (1993). Ultimate Compressive Strength and Plastic Deformation Capacity of Steel Plate in Consideration of Material Properties.

Zaras, K. Kowal-Michalska and J. Rhodes, Proceedings of the Third International Conference on Thinwalled Structures, Elsevier, pp. 719-727. Bums, T and Bezkorovainy, P, (2001), Buckling of Stiffened Stainless Steel Plates, BE (Honours) Thesis, Department of Civil Engineering, University of Sydney. , (1997), "ABAQUS Standard, Users Manual", Vols 1 and 2, Ver. 7, USA. Hill, R, (1950), The Mathematical Theory of Plasticity, Ch. Xn, Oxford Science Publications, Clarendon Press, Oxford. Johnson, AL, and Winter, G, (1966), "Behaviour of Stainless Steel Columns and Beams", Journal of the Structural Division, American Society of Civil Engineers, Vol.

It can be observed that clamped edges considerably increase the critical buckling stresses of plates in biaxial compression. When the difference between applied compressive stresses in two directions is large, clamped edges may cause the shortening of the buckling half-wavelength. Limiting width-to-thickness ratios for steel plates Elastic buckling coefficients obtained can be used to determine limiting width-to-thickness ratios for steel plates in DSC panels. The relationship between critical buckling stress components at yield can be expressed by the von Mises yield criterion as ^ i - ^ .

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