Advances in Steel Structures (ICASS '02). Proceedings of the by S.L. Chan, J.G. Teng and K.F. Chung (Eds.)

By S.L. Chan, J.G. Teng and K.F. Chung (Eds.)

Show description

Read Online or Download Advances in Steel Structures (ICASS '02). Proceedings of the Third International Conference on Advances in Steel Structures 9–11 December 2002, Hong Kong, China PDF

Similar international books

Open Source Systems: Long-Term Sustainability: 8th IFIP WG 2.13 International Conference, OSS 2012, Hammamet, Tunisia, September 10-13, 2012. Proceedings

This ebook constitutes the refereed court cases of the eighth foreign IFIP WG 2. thirteen convention on Open resource structures, OSS 2012, held in Hammamet, Tunisia, in September 2012. The 15 revised complete papers awarded including 17 lightning talks, 2 device demonstration papers, 6 brief papers, five posters and a pair of workshop papers have been rigorously reviewed and chosen from sixty three submissions.

Combustion and Heat Transfer in Gas Turbine Systems. Proceedings of an International Propulsion Symposium Held at the College of Aeronautics, Cranfield, April 1969

Combustion and warmth move in gasoline Turbine platforms is a compilation of papers from the lawsuits of a global Propulsion Symposium held on the university of Aeronautics, Cranfield in April 1969. This compilation bargains with examine performed via educational and medical associations and of business businesses, with a little analysis papers overlaying atomization, fuels, and high-temperature fabrics.

Additional info for Advances in Steel Structures (ICASS '02). Proceedings of the Third International Conference on Advances in Steel Structures 9–11 December 2002, Hong Kong, China

Sample text

A first generalisation might transform the stresses into stress resultants, but this is still insufficient, since attainment of a limiting stress resultant at one point in a structure does not normally correspond to plastic collapse. Thus the most general dimensionless slendemess is given instead in terms of load factors that achieve plastic collapse or elastic buckling in the complete stmcture. The plastic limit state (formerly the yield stress in Eq. ^/. The elastic critical limit state (formerly the critical stress in Eq.

2000) "Imperfections and buckling in cylindrical shells with consistent residual stresses". Journal of Constructional Steel Research, Vol. 54, pp 265-282. , Gillie, M. and Miinch, M. R. Calladine, University of Cambridge, September. Y. M. (1996) "Algebraic analysis of elastic circular cylindrical shells under local loadings (Part 1 and Part 2)", Proc, International Conference on Structural Steelwork, Hong Kong, December 1996, pp. 801-807 and 808-814. E. A. (1972) "Plastic Analysis and the Design of Plates Shells and Disks", NorthHolland.

Extensive specialist use of stainless steel is made by the offshore and nuclear power industries to meet stringent safety and performance requirements whilst minimising the need for maintenance. In addition to the clear aesthetic appeal of stainless steels there are other increasingly strong arguments for adopting the material in structures. The corrosion resistance of stainless steels makes them one of the most durable families of construction materials; a material with no need for protective coatings against corrosion has clear advantages in terms of economy, weight savings, reduction in environmental impact and lower maintenance costs.

Download PDF sample

Rated 4.41 of 5 – based on 24 votes