Optimal design of cold-formed steel portal frames for stressed-skin action using genetic algorithm

Author:

Phan Duoc T.,Lim James B.P.,Tanyimboh Tiku T.,Wrzesien A.M.,Sha Wei,Lawson R.M.

Funder

Queen’s University of Belfast

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference37 articles.

1. Kirk P. Design of a cold-formed section portal frame building system. In: Proceedings of the 8th international specialty conference on cold-formed steel structures, 11–12 November 1986 St Louis. Missouri: University of Missouri-Rolla, p. 295–310.

2. Design optimization of cold-formed steel portal frames taking into account the effect of topography;Phan;Eng Optim,2013

3. Optimum design of pitched roof steel frames with haunched rafters by genetic algorithm;Saka;Comput Struct,2003

4. Effect of mutation schemes on convergence to optimum design of steel frames;Issa;J Constr Steel Res,2010

5. Effect of serviceability limit on optimal design of steel portal frames;Phan;J Constr Steel Res,2013

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