By S.L. Chan, J.G. Teng, K.F. Chung
Those volumes of lawsuits comprise 9 invited keynote papers and a hundred thirty contributed papers offered on the 3rd foreign 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 means of researchers and architects of contemporary advances within the research, behaviour, layout and building of metal buildings. Papers have been contributed from over 18 international locations around the globe. They file present state-of-the artwork and aspect to destiny instructions of structural metal study, 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; 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
Advances in Steel Structures, Vol. ) © 2002 Elsevier Science Ltd. All rights reserved. 641 SHEAR-CARRYING CAPACITY OF STEEL PLATE SHEAR WALL WITH CROSS STIFFENERS G. Guo Department of Civil Engineering, Tsinghua University, Beijing, 100084, CHINA ABSTRACT Since 1980s, many theoretical and experimental investigations on monotonic and hysteretic behavior of thin steel plate shear wall (SPSW) have been conducted. However, to the author's knowledge, very few researches have been found in the thin or moderate thick SPSW with cross stififeners.
01. Work Package 2: Cross-sections - Welded I-sections and Cold-formed Sheeting, Steel Construction Institute, London. Van den Berg, GJ, (2000), "The Effect of Non-linear Stress-strain Behaviour of Stainless Steel on Member Capacity", Journal of Constructional Steel Research, Vol. 54, No. 1, pp 135-160. 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.
39: A 115-124 (in Japanese). , and Oyama, T. (1993). Experimental Study on Ultimate Strength and Ductility of Concrete Filled Steel Box Columns. Jour Struct. Engrg. 39: A, 1347-1360 (in Japanese). , Moriwaki, Y (1993). Ultimate Strength and Ductility of Compressive Plates with Various Steel Properties. Jour Struct. Engrg. 39:A, 125-132 (in Japanese). , Yoshida, T. (1998). Efl'ects of Material Properties on Deformation Capacity of H-section Stub-columns Part 1. / Struct. Constr Eng. 503 125-129 (in Japanese).