Research Article
Aug 1971
Cost Optimization of Structural Roof System
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VIEW THE REPLYAuthors: Samuel L. Lipson, F.ASCE, and Alan D. RussellAuthor Affiliations
Publication: Journal of the Structural Division
Volume 97, Issue 8
Abstract
The development of a procedure for the optimum design of a roof system to yield minimum cost is reported herein. The roof system is composed of parallel chord, steel trusses, with purlins and decking. The variables considered are geometry, topology, and member size. The optimal values of the geometry and topology variables are determined by the application of Box's complex method. A fully stressed design criterion is employed in selecting the member sizes. Many calculations have shown convergence to a low cost region, although not necessarily to a global optimum. A cost model is developed that includes member-related costs and weight-related costs. Parameter studies demonstrate the importance of selecting the proper ratios of fixed and weight-related costs.
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Published In
Journal of the Structural Division
Volume 97 • Issue 8 • August 1971
Pages: 2057 - 2071
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Aug 1971
Published online: Feb 1, 2021
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Samuel L. Lipson, F.ASCE
Prof. and Head of Civ. Engrg. Dept., Univ. of British Columbia, Vancouver, Canada
Alan D. Russell
Research Asst., MIT, Cambridge, Mass.; formerly, Grad. Student, Univ. of British Columbia, Vancouver, Canada
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.