S.L. Chan, J.G. Teng, K.F. Chung's Advances in steel structures: proceedings of the Third PDF
By S.L. Chan, J.G. Teng, K.F. Chung
Those volumes of court cases include 9 invited keynote papers and a hundred thirty contributed papers awarded on the 3rd foreign convention on Advances in metal buildings (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 buildings held in Hong Kong in December 1996 and 1999.
The convention presents a discussion board for dialogue and dissemination by way of researchers and architects of contemporary advances within the research, behaviour, layout and building of metal buildings. Papers have been contributed from over 18 nations world wide. They document present state-of-the artwork and aspect to destiny instructions of structural metal learn, masking a large spectrum of subject matters together with: beams and columns; connections; scaffolds and slim 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 info for Advances in steel structures: proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China
The column stiffness, therefore, has great effect on the post-buckling behavior of thin panel. The thin panel stiffened by cross stiffener behaves as moderate thick or thick panel because its cylinder stiffness is enhanced. Numerical results obtained show that stiffener stifftiess equals to 30 can be effective and economic to increase the shear-carrying capacity. The design formulas of steel plate shear wall for first yield criteria are proposed by the curve fitting, which are base on the linear range of load-displacement curve that would greatly simplify the use of its post-buckling strength.
For all cases of aspect ratio, the area of material properties for possessing ductility becomes small as the equivalent width-to-thickness ratio increases. It causes that the choice of material properties for possessing ductility is reduced as the plate becomes slender. 10 ti^ tt^ ^^ ^^ Fig. 3 Fig. 04 J i—i-H^ LJ-'^1 i ••••! 02 ! i—-i ^ ' ' 1 /> ^1 ! ''r-^^^^T^^4^--r----i----r--|<2^ = 0 . 5 - 5 10 \a = 0^ 0 15 Fig. 5 5 15 10 Fig. 08 Cx^ \ b? Lli^^ • ; b ^ ^ _ ^ ^ 35 ' i t ' ^ t ! 70 10 15 Fig. 7 Fig.
In this paper, many elasto-plastic finite displacement analyses are carried out for the rectangular high performance steel plates under uniaxial compression by using the finite element software MARC (MARC 1997). The inelastic behavior on the ultimate state and thereafter of the rectangular steel plates with various aspect ratios and width-thickness ratios are parametrically examined for the yield plateau length and the strain-hardening gradient of the high performance steel. The influences of both the effective parameters (the yield plateau length and strain-hardening gradient) on ductility are discussed from many numerical solutions.
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